Improvement of Rajapukhuri to Baroghoria Road Ch. 0.00m to Ch. 1900.00m under 100 percent ONGCs Share for the year 2025-26 under PWD, Sarupathar Territorial Road Division Length 1.90 KM

SITE CLEARENCE :-

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. 1900.00 X 2.00 X 3.00 = 11400.00 m2

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

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. WBM GR-III Quantity as per Statement -VI :-

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 Quantity as per Statement -VII :-

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) Quantity as per Statement -VIII :-

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) Quantity as per Statement -IX :-

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) Quantity as per Statement -X :-

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) AWith PMB bitumen(ii) For Grading -II(13mm Nominal Size Quantity as per Statement -XI :-

ROAD FURNITURES & TRAFFIC SAFETY WORKS :-

Direction and Place Identification signs with size more than 0.9 sqm size board 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

Retro-reflectorised Traffic Signs 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

600mm circular

800mm x 600mm rectangular

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.) 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. Qty. 4 x 3.75 = 15.0 RM

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 Total Quantity =

Road Markers/Road Stud with Lens Reflector.

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.

Shifting of Utilities

Please Enable Macros to View BoQ information