Tender For Rj-11-03/Ml/Np Road/2025-26/Sujangarh - Strengthening Work of Road From Dungar Balaji to Dungras 2 PART- A DISMANTLING & EARTH WORK 3 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and treesofgirthupto300mm,removalofstumpsofsuchtreescutearlier anddisposalofunserviceable materialsand stacking ofserviceable materialto beused orauctioned,uptoa leadof1000mincluding removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of thorny jungle 4 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Manual Means In area of thorny jungle 5 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202.By Mechanical Means. Bituminous Course & Granular Courses 6 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately 7 Haulage of materials by tipper excluding cost of loading, unloading and stacking. 8 PART- B GRANULAR & WBM/WMM BASES WORK 9 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material 10 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.By Mechanical Means with all lead 11 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate 12 PART- C BITUMINOUS WORK 13 Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 14 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 15 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30).Grading - II (26.50 mm (Nominal Size)) 16 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 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects .for Grading-II(13 mm nominal size) Bitumen (VG-30) 17 PART- DCEMENT CONCRETE WORK 18 Construction ofun-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). 19 Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. 20 PART- ESHOULDERS WORK 21 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material 22 PART- FPROTECTION WORK 23 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth 24 Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 25 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:6 cement mortar 26 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 27 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 50 mm thick 28 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.1000 mm dia 29 PART- G ROAD FURNITURE WORK 30 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 31 Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board 32 Providing and Erecting typical Citizens information Board as per approved drawing & specification made oftwoMSsheetof1.6mmthickeachofsize900mmx750mmstiffendbyangleiron25mmx25mmx 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M- 15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings& as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border willbewithreadymixedsynthethicenamelpaintofsuperiorqualityinrequiredshadeandcolouretc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 33 Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. 34 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 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 and Specifications.600 mm equilateral triangle 35 ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 36 200 m stone (precast) 37 Malsisar to Lodsar km 0.0 to 5.5 38 PART- A DISMANTLING & EARTH WORK 39 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and treesofgirthupto300mm,removalofstumpsofsuchtreescutearlier anddisposalofunserviceable materialsand stacking ofserviceable materialto beused orauctioned,uptoa leadof1000mincluding removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of thorny jungle 40 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Manual Means In area of thorny jungle 41 Excavation in SoilwithDozer with lead upto 100 m.Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections 42 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202.By Mechanical Means. Bituminous Course & Granular Courses 43 Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202.Dry Brick Pitching or Brick Soling 44 Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation fromdrainand foundationor otherstructuresgradedand compactedto meetrequirementof Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 excavated earth is used and pushedfor filling in embankment. 45 Haulage of materials by tipper excluding cost of loading, unloading and stacking. 46 PART- B GRANULAR & WBM/WMM BASES WORK 47 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material 48 Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterbound macadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwiththree wheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming, crushablescreeningtofill-uptheintersticesofcoarseaggregate,wateringandcompactingtothe required density Grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Manual Means 49 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate 50 PART- C BITUMINOUS WORK 51 Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 52 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 53 Providing, laying and rolling of open-graded premix carpet of20 mmthickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serveaswearingcourseonapreviouslypreparedbase,includingmixinginasuitableplant,layingand rollingwithathreewheel80-100kNstaticrollercapacity,finishedtorequiredlevelandgradestobe followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. case-II By mechnical means Bitumen (VG-30) 54 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Type B Bitumen (VG-30) 55 PART- ESHOULDERS WORK 56 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material 57 PART- FPROTECTION WORK 58 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth 59 Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 60 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:6 cement mortar 61 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 62 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick 63 PART- EInterlocking Block Work 64 Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category A : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 65 PART- G ROAD FURNITURE WORK 66 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 67 Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board 68 Providing and Erecting typical Citizens information Board as per approved drawing & specification made oftwoMSsheetof1.6mmthickeachofsize900mmx750mmstiffendbyangleiron25mmx25mmx 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M- 15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings& as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border willbewithreadymixedsynthethicenamelpaintofsuperiorqualityinrequiredshadeandcolouretc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 69 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 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 and Specifications.600 mm equilateral triangle 70 ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 71 200 m stone (precast) 72 Providing and laying rounded hump type speed breakersfor crossing speed25 km/hasperIRC design includingprovidingandapplyingbitumenemulsiontackcoat, making speedbreaker indesigned profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as perIRC : 99-1988 3.70 meter wide and 10 cm high for general traffic 73 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 74 Shobhasar to Chariya via Murdakiya km 0.0 to 8.0 75 PART- A DISMANTLING & EARTH WORK 76 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and treesofgirthupto300mm,removalofstumpsofsuchtreescutearlier anddisposalofunserviceable materialsand stacking ofserviceable materialto beused orauctioned,uptoa leadof1000mincluding removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of thorny jungle 77 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Manual Means In area of thorny jungle 78 Excavation in SoilwithDozer with lead upto 100 m.Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections 79 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202.By Mechanical Means. Bituminous Course & Granular Courses 80 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately 81 Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation fromdrainand foundationor otherstructuresgradedand compactedto meetrequirementof Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 excavated earth is used and pushedfor filling in embankment. 82 Haulage of materials by tipper excluding cost of loading, unloading and stacking. 83 PART- B GRANULAR & WBM/WMM BASES WORK 84 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material 85 Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterbound macadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwiththree wheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming, crushablescreeningtofill-uptheintersticesofcoarseaggregate,wateringandcompactingtothe required density Grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Manual Means 86 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate 87 PART- C BITUMINOUS WORK 88 Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 89 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 90 Providing, laying and rolling of open-graded premix carpet of20 mmthickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serveaswearingcourseonapreviouslypreparedbase,includingmixinginasuitableplant,layingand rollingwithathreewheel80-100kNstaticrollercapacity,finishedtorequiredlevelandgradestobe followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. case-II By mechnical means Bitumen (VG-30) 91 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Type B Bitumen (VG-30) 92 PART- ESHOULDERS WORK 93 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material 94 PART- EInterlocking Block Work 95 Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category A : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 96 PART- G ROAD FURNITURE WORK 97 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 98 Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board 99 Providing and Erecting typical Citizens information Board as per approved drawing & specification made oftwoMSsheetof1.6mmthickeachofsize900mmx750mmstiffendbyangleiron25mmx25mmx 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M- 15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings& as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border willbewithreadymixedsynthethicenamelpaintofsuperiorqualityinrequiredshadeandcolouretc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 100 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 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 and Specifications.600 mm equilateral triangle 101 ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 102 200 m stone (precast) 103 Providing and laying rounded hump type speed breakersfor crossing speed25 km/hasperIRC design includingprovidingandapplyingbitumenemulsiontackcoat, making speedbreaker indesigned profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as perIRC : 99-1988 3.70 meter wide and 10 cm high for general traffic 104 Renewal of Bidasar to Ramdevra km 0.0 to 8.00 km 105 PART- A DISMANTLING & EARTH WORK 106 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and treesofgirthupto300mm,removalofstumpsofsuchtreescutearlier anddisposalofunserviceable materialsand stacking ofserviceable materialto beused orauctioned,uptoa leadof1000mincluding removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of thorny jungle 107 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Manual Means In area of thorny jungle 108 Excavation in SoilwithDozer with lead upto 100 m.Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections 109 Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation fromdrainand foundationor otherstructuresgradedand compactedto meetrequirementof Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 excavated earth is used and pushedfor filling in embankment. 110 PART- B GRANULAR & WBM/WMM BASES WORK 111 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material 112 Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterbound macadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwiththree wheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming, crushablescreeningtofill-uptheintersticesofcoarseaggregate,wateringandcompactingtothe required density Grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Manual Means 113 Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterbound macadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwiththree wheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming, crushablescreeningtofill-uptheintersticesofcoarseaggregate,wateringandcompactingtothe required density Grading 2as perMoRTH SpecificationClause 404. Using CrusherBroken aggregate By Manual Means 114 PART- C BITUMINOUS WORK 115 Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 116 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 117 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. ByManual Means Bitumen (VG-30) 118 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsiondistributoratthe rate of0.20 to 0.30 kg per sqmon the prepared bituminoussurface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 119 Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) 120 Providing, laying and rolling of open-graded premix carpet of20 mmthickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serveaswearingcourseonapreviouslypreparedbase,includingmixinginasuitableplant,layingand rollingwithathreewheel80-100kNstaticrollercapacity,finishedtorequiredlevelandgradestobe followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. case-II By mechnical means Bitumen (VG-30) 121 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Type B Bitumen (VG-30) 122 PART- DSHOULDERS WORK 123 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material 124 PART - E PROTECTION WORK 125 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth 126 Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 127 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:6 cement mortar 128 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 129 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 130 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick 131 PART- F ROAD FURNITURE WORK 132 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 133 Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board 134 Providing and Erecting typical Citizens information Board as per approved drawing & specification made oftwoMSsheetof1.6mmthickeachofsize900mmx750mmstiffendbyangleiron25mmx25mmx 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M- 15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings& as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border willbewithreadymixedsynthethicenamelpaintofsuperiorqualityinrequiredshadeandcolouretc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 135 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 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 and Specifications.600 mm equilateral triangle 136 ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 137 200 m stone (precast) 138 Providing and laying rounded hump type speed breakersfor crossing speed25 km/hasperIRC design includingprovidingandapplyingbitumenemulsiontackcoat, making speedbreaker indesigned profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as perIRC : 99-1988 3.70 meter wide and 10 cm high for general traffic 139 Constt of Road Dunkar to Benatha Bus Stand 140 PART- A DISMANTLING & EARTH WORK 141 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and treesofgirthupto300mm,removalofstumpsofsuchtreescutearlier anddisposalofunserviceable materialsand stacking ofserviceable materialto beused orauctioned,uptoa leadof1000mincluding removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of thorny jungle 142 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Manual Means In area of thorny jungle 143 Excavation in SoilwithDozer with lead upto 100 m.Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections 144 Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation fromdrainand foundationor otherstructuresgradedand compactedto meetrequirementof Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 excavated earth is used and pushedfor filling in embankment. 145 PART- B GRANULAR & WBM/WMM BASES WORK 146 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material 147 Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterbound macadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwiththree wheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming, crushablescreeningtofill-uptheintersticesofcoarseaggregate,wateringandcompactingtothe required density Grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Manual Means 148 Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterbound macadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwiththree wheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming, crushablescreeningtofill-uptheintersticesofcoarseaggregate,wateringandcompactingtothe required density Grading 2as perMoRTH SpecificationClause 404. Using CrusherBroken aggregate By Manual Means 149 PART- C BITUMINOUS WORK 150 Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 151 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 152 Providing, laying and rolling of open-graded premix carpet of20 mmthickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serveaswearingcourseonapreviouslypreparedbase,includingmixinginasuitableplant,layingand rollingwithathreewheel80-100kNstaticrollercapacity,finishedtorequiredlevelandgradestobe followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. case-II By mechnical means Bitumen (VG-30) 153 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Type B Bitumen (VG-30) 154 PART- DSHOULDERS WORK 155 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material 156 PART- EInterlocking Block Work 157 Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) ProvidingandLayingofInterlockingM-30gradeConcreteBlockPavementshavingthickness80mmasperdrawingsandasperIS15658:2006.andallmaterialsshallconformtoMoRTHSpecificationClause602withM-30Grade0.30Mtrx0.30Mtrx0.15MtrEdgeBlocks. CategoryA:Dentatedunitstokeyintoeachotheronallfourfaces Zigzag shape as per IRC:SP:63-2004 158 PART - E PROTECTION WORK 159 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth 160 Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 161 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:6 cement mortar 162 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 163 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick 164 PART- F ROAD FURNITURE WORK 165 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 166 Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board 167 Providing and Erecting typical Citizens information Board as per approved drawing & specification made oftwoMSsheetof1.6mmthickeachofsize900mmx750mmstiffendbyangleiron25mmx25mmx 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M- 15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings& as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border willbewithreadymixedsynthethicenamelpaintofsuperiorqualityinrequiredshadeandcolouretc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 168 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 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 and Specifications.600 mm equilateral triangle 169 ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 170 200 m stone (precast) 171 Providing and laying rounded hump type speed breakersfor crossing speed25 km/hasperIRC design includingprovidingandapplyingbitumenemulsiontackcoat, making speedbreaker indesigned profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as perIRC : 99-1988 3.70 meter wide and 10 cm high for general traffic 172 MarkingCentreLineandstoplinesetc.onroadasperIRCpatternwiththermoplasticpaintofapprovedqualityandmakewith8%glassbeadslaidontheroadsurfaceattemperature160Cwithaspecialapplicatormachinecompletewithaspecialapplicatormachinecompletewithlabourmaterialand traffic diversion arrangements.
