Tender For Potential Assesment Bid For Package No Rj-11-04/Sujangarh/ 2025-26 - Constt of Road From Jogalsar to Talniyau (up to Distt Boarder) 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 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 6 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. 7 PART- B GRANULAR & WBM/WMM BASES WORK 8 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 9 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 10 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 11 PART- C BITUMINOUS WORK 12 Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 13 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 14 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) 15 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) 16 PART- DCEMENT CONCRETE WORK 17 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 B : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 18 PART- ESHOULDERS WORK 19 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 20 PART- FPROTECTION WORK 21 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 22 Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 23 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 24 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 25 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 26 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 27 PART- G ROAD FURNITURE WORK 28 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. 29 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 30 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. 31 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 32 ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 33 200 m stone (precast) 34 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 35 Constt of Road from Asarsar to Sadoo Km 0/0 to 2/500 36 PART- A DISMANTLING & EARTH WORK 37 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 38 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 39 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 40 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. 41 Haulage of materials by tipper excluding cost of loading, unloading and stacking. 42 PART- B GRANULAR & WBM/WMM BASES WORK 43 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 44 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 45 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 46 PART- C BITUMINOUS WORK 47 Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 48 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 49 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) 50 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) 51 PART- ESHOULDERS WORK 52 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 53 PART- FPROTECTION WORK 54 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 55 Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 56 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 57 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 58 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 59 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 60 PART- G ROAD FURNITURE WORK 61 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. 62 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 63 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. 64 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 65 ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 66 200 m stone (precast) 67 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 68 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. 69 Renewal of Kalyansar to Kalyansar Fanta Km 0/0 to 4/0 70 PART- A DISMANTLING & EARTH WORK 71 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 72 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 73 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 74 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. 75 PART- B GRANULAR & WBM/WMM BASES WORK 76 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 77 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 78 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 79 PART- C BITUMINOUS WORK 80 Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 81 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 82 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) 83 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. 84 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) 85 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) 86 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) 87 PART- ESHOULDERS WORK 88 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 89 Part F Protection Work 90 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 91 Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 92 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 93 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 94 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 95 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 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 Renewal of Sajansar to Reda Km 0/0 to 2/500 104 PART- A DISMANTLING & EARTH WORK 105 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 106 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 107 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 108 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 109 PART- B GRANULAR & WBM/WMM BASES WORK 110 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 111 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 112 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 113 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 114 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, 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) 120 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) 121 Part D Interlocking Block Pavements 122 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 123 PART- DSHOULDERS WORK 124 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 125 PART- F ROAD FURNITURE WORK 126 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. 127 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 128 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. 129 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 130 ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 131 200 m stone (precast) 132 Renewal of Inyara to Sadoo Km 0/0 to 9/0 133 PART- A DISMANTLING & EARTH WORK 134 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 135 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 136 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 137 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. 138 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 Courses & Granular Courses 139 PART- B GRANULAR & WBM/WMM BASES WORK 140 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 141 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 142 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 143 PART- C BITUMINOUS WORK 144 Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 145 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 146 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) 147 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) 148 PART- DSHOULDERS WORK 149 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 150 PART- E Protection Work 151 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 152 Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 153 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 154 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 155 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 156 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 157 PART- F ROAD FURNITURE WORK 158 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. 159 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 160 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. 161 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 162 ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 163 200 m stone (precast) 164 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 165 Renewal of Road Girwarsar to Rajedu 166 PART- A DISMANTLING & EARTH WORK 167 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 168 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 169 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 170 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. 171 PART- B GRANULAR & WBM/WMM BASES WORK 172 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 173 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 174 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 175 PART- C BITUMINOUS WORK 176 Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 177 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 178 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) 179 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. 180 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) 181 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) 182 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) 183 PART- DSHOULDERS WORK 184 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 185 PART - E PROTECTION WORK 186 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 187 Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 188 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 189 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 190 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 191 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 192 PART- F ROAD FURNITURE WORK 193 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. 194 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 195 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. 196 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 197 ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 198 200 m stone (precast) 199 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 200 Baghsara Athuna to Dhiklan Tal 201 PART- A DISMANTLING & EARTH WORK 202 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 203 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 204 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 205 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. 206 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 Courses & Granular Courses 207 PART- B GRANULAR & WBM/WMM BASES WORK 208 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 209 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 210 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 211 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 212 PART- C BITUMINOUS WORK 213 Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 214 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 215 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. 216 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) 217 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) 218 Part D Interlocking Block Pavements 219 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 PCC M 10 Nominal mix 1:3:6 220 Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 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 B : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 221 PART- DSHOULDERS WORK 222 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 223 PART - E PROTECTION WORK 224 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 225 Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 226 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 227 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 228 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 229 PART- F ROAD FURNITURE WORK 230 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. 231 Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board 232 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. 233 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801 234 ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 235 200 m stone (precast) 236 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. 237 Gedap to Karejada Phanta (Sarothiya to Lalgarh Km 17/700 to 21/450) 238 PART- A DISMANTLING & EARTH WORK 239 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 240 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 241 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 242 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. 243 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 Courses & Granular Courses 244 PART- B GRANULAR & WBM/WMM BASES WORK 245 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 246 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 247 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 248 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 249 PART- C BITUMINOUS WORK 250 Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 251 ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 252 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) 253 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. 254 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) 255 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) 256 Part D Interlocking Block Pavements 257 Providing and Laying of Interlocking M-35 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:63-2004Add extra for Providing M-35 grade concrete Interlocking Blocks in place of M-30 grade. 258 PART- DSHOULDERS WORK 259 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 260 PART - E PROTECTION WORK 261 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 262 Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 263 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 264 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 265 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 266 PART- F ROAD FURNITURE WORK 267 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. 268 Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board 269 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. 270 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801 271 600 mm circular 272 ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 273 200 m stone (precast) 274 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. 275 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
