Tender For Construction Of Non-Patchable / Missing Link In Various Road Div.Jaitaran Ba2026-27 Package No. Rj/36/Ml-Np/26-27/12
Tender Value
2.37 Crore
Estimated cost
Bid Submission
03 Sep 2026
10 days left
EMD
4.74 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pali → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Non-Patchable / Missing Link In Various Road Div.Jaitaran Ba2026-27 Package No. Rj/36/Ml-Np/26-27/12
BOQ
| Sl. No. | Item Description |
| 1 | Khinawadi to kheda maharajpura Clearing and grubbing road land including uprooting wildvegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300 mm, removal of stumps of such trees cutearlier and disposal of unserviceable materials andstacking of serviceable material to be used or auctioned,upto a lead of 1000 m including removal and disposal oftop organic soil not exceeding 150 mm in thickness as perMoRTH Specification Clause 201.By Mechanical Means Inarea of non-thorny jungleAs per sheet attached |
| 2 | Earthwork in excavation for structures as per drawing andMoRTH specifications Clause 304.1 including setting out,construction of shoring and bracing, removal of stumpsand other deleterious material and disposal upto a lead of50 m, dressing of sides and bottom and backfilling intrenches with excavated suitable material. Hard rock(requiring blasting)Drain |
| 3 | Construction of embankment with approved materialobtained from borrow pits with a lift upto 1.5 m,transporting to site, spreading, grading to required slopeand compacting to meet requirement of Tables 300-1 and300-2 with a lead upto 50 m as per MoRTH SpecificationClause 305.3 |
| 4 | Providing laying spreading and compacting specifiedgraded sand, gravel (crushed stone) as per Table400-1,400-2 or any other course material as per designmix, as per CBR in sub base course including premixingthe material at OMC in wet mix plant, carriage of mixedmaterial spreading in uniform layers with motor grader F.Eloader on a prepared base and compacting with vibratoryroller to achieve desired density (as per I.S.2720)including all material, labor, machinery, lighting guarding,barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanicalmeans with lead of 1 Km.For Grading-III Material |
| 5 | Construction of granular sub-base by providing wellgraded material, spreading in uniform layers with TractorMount Grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting withsmooth wheel roller to achieve the desired density,complete as per MoRTH Specification Clause 401.For AllRajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar For Grading III Material |
| 6 | WBM Grading 1 Providing,laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing,rolling with smooth wheel roller 80-100 kN in stages toproper grade and camber, applying and brooming, stonescreening & binding materials to fill-up the interstices ofcoarse aggregate, watering and compacting to therequired density grading 1 as per MoRTH SpecificationClause 404. Using Crusher Broken Aggregate ByMechanical Means |
| 7 | WBM Grading 2 Providing, laying, spreading andcompacting stone aggregates of specific sizes to waterbound macadam specification including spreading inuniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade andcamber, applying and brooming, stone screening to fill-upthe interstices of coarse aggregate, watering andcompacting to the required density Grading 2 as perMoRTH Specification Clause 404. using Crusher borkenaggregate For All Rajasthan except Bikaner, Churu,Hanumangarh and Sri Ganganagar By Mechanical Means |
| 8 | Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base(WBM/WMM)using truck mounted sprayer including cleaning of roadsurface and spraying primer at the rate of 0.70-1.0 kg/sqmusing mechanical means as per MoRTH SpecificationClause 502 |
| 9 | Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.25 to0.30 kg per sqm on the prepared granular surfaces treatedwith primer & cleaned with Hydraulic broom as perMoRTH Specification Clause 503.Qty same as per above item |
| 10 | Providing, laying and rolling of open-graded premix carpetof 20 mm thickness composed of 13.2 mm to 5.6 mmaggregates either using Viscosity grade bitumen oremulsion to required line, grade and level to serve aswearing course on a previously prepared base, includingmixing in a suitable plant, laying and rolling with a threewheel 80-100 kN static roller capacity, finished to requiredlevel and grades to be followed by seal coat of either TypeA or Type B or Type C as per MoRTH Specification Clause510.Case - II By Mechanical Means Bitumen VG30 |
| 11 | Providing and laying seal coat sealing the voids in abituminous surface laid to the specified levels, grade andcross fall using Type A, Type B and Type C as per MoRTHSpecification Clause 511 By Mechanical MeansCase - II :Type B Bitumen (VG-30 |
| 12 | PART B:- CC WORK Construction of granular sub-base by providing wellgraded material, spreading in uniform layers with TractorMount Grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting withsmooth wheel roller to achieve the desired density,complete as per MoRTH Specification Clause 401.For AllRajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar For Grading III Material |
| 13 | Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kNin stages to proper grade and camber, applying andbrooming, stone screening to fill-up the interstices ofcoarse aggregate, watering and compacting to therequired density Grading 2 as per MoRTH SpecificationClause 404. using Crusher borken aggregate For AllRajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar By Mechanical Means Grading II |
| 14 | Construction of un-reinforced , plain cement concretepavement M30 (Grade), thickness as per design, over aprepared sub base, with 43/53 grade cement as perClause 602, coarse and fine aggregates conforming toIS:383, maximum size of coarse aggregate not exceeding31.5 mm, mixed in a in fully automatic Batching Plant andtransported to site in transit mixer for having continuousagitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site oflaying , with all lead and lift including cost of admixtures inrecommended portion as per IS 9103 to accelerate/ retardsetting of concrete, improve workability without impairingstrength and durability as per direction of Engineer incharge laid with a Fixed Form Paver (laying and fixing of125 micron thick polythene Film and finished in continuousoperation including provision of contraction andexpansion, construction joints, applying debonding strips,primer, sealant near approaches to bridge/culvert andconstruction joints, admixtures as approved, curing ofconcrete slabs for 14-days using water finishing to linesand grade as per drawing and MoRTH SpecificationClause 602 including vaccum dewatering process with allrequired equipments (Dowel Bars & tie bar will be paidseprately). |
| 15 | Providing and Fixing of Dowel Bars and Tie Bars of MildSteel confirming to IS:432 of specified length anddiameters as per MoRTH Specification IRC15&58including cutting, placing in position across transversejoint with proper spacing, providing with PVC sleevecomplete as per drawing, technical specification and asper direction of the Engineer-in-charge.Dowel bar |
| 16 | PART E:- Road safety work Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made ofencapsulated lens type reflective sheeting vide Clause801.3.1, fixed over aluminium sheeting, 1.5 mm thicksupported on RCC Post 100 mm x 100 mm firmly fixed tothe ground by means of properly designed foundation withM15 grade cement concrete 450 mm x 450 mm x 600mm, 600 mm below ground level as per approved drawingClause 801600 mm x 450 mm rectangular [1] |
| 17 | Providing and erecting direction and place identificationsof semi reflective sign boards as per IRC:67 made of 2mm thick M.S. Sheet duly stove enameled paint in whitecolour in front and grey colour on back with red reflectiveborder of 70 mm width and required message, letters,figures with reflective engineering grade tape of requiredshade and colour. Supported and welded on 47 mm x47mm of 12 SWG Square tube of 3050 mm height dulystrengthened by 25 mm x 5 mm M/s flat iron on edges onback firmly fixed to the ground by means of properlydesigned foundations with M-15 grade cement concrete450 mm x 450 mm x 600 mm, 600 mm below ground levelas per approved drawing and Specification upto 0.9 sqmsize board |
| 18 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing inposition including painting and printing, etc as per drawingand MoRTH Specification Clause 801Ordinary Kilometer Stone (Precast) |
| 19 | 200 m stone (precast) [2] |
| 20 | Marking Centre Line and stop lines etc. on road as perIRC pattern with thermoplastic paint of approved qualityand make with 8% glass beads laid on the road surface attemperature 160\\" C with a special applicator machinecomplete with a special applicator machine complete withlabour material and traffic diversion arrangements. |
| 21 | Providing and fixing Mukhya Mantri Sadak Yojana/Mahatma Gandhi Rajya Sadak Yojana informatory signboard with logo for roads funded by State road fundhaving M.S. Definition plate of 1.60 mm thickness frame tosteel hollow dsection of 75mm x 75mm, 2.5m long stoveenamelled paint with hold fast including paint logo as perapproved design and colours. The logo shall be made outof 1.6mm thick circular plate duly framed with MS angle25x25x5 mm on back and fix on 1200mm x 150mmrectangular steel base plate 1.6mm thick, the base ofcircular shall be plain at the junction of base plate. Thesize of definition plate shall be 1500x600mm andembedding the posts by M-15 cement concrete block 45cm x 45 cm x 60 cm, 60 cm below ground level includinglettering / writing and painting etc. complete in allrespect.as per MoRTH Specification Clause 801. |
| 22 | Providing and laying rounded hump type speed breakersfor crossing speed 25 km/h as per IRC design includingproviding and applying bitumen emulsion tack coat,making speed breaker in designed profile with bituminousmacadam, providing seal coat type B for sealing the voidsand marking chequered pattern with thermoplastic paintcomplete as per IRC : 99-1988 3.70 meter wide and 10cm high for general traffic |
| 23 | Providing and Erecting typical Citizen's information Boardas per approved drawing & specification made of two MSsheet of 1.6 mm thick each of size 900mm x 750mmstiffend by angle iron 25mmx25mm x 3mm all around theplate & plates fixed on frame of 75mm dia pipe of 12 SWGsheet (vertical post 3050 mm with angle holdfasts andhorizontal member 900mm) to be joined by embedded incement concrete M-15 grade of block of 600mmx 600mmx 750 mm size below ground level as per encloseddrawings & as directed by Engineering incharge. All MSwill be stove anmeled on both side lettering. Figuring andborder will be with ready mixed synthethic enamel paint ofsuperior quality in required shade and colour etc completein all respect. All sections of framed post and steel tubewill be painted with primer and two coat of epoxy paint asper drawing and as per Specification |
| 24 | 2. Biram puri to dharanagari Clearing and grubbing road land including uprooting wildvegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300 mm, removal of stumps of such trees cutearlier and disposal of unserviceable materials andstacking of serviceable material to be used or auctioned,upto a lead of 1000 m including removal and disposal oftop organic soil not exceeding 150 mm in thickness as perMoRTH Specification Clause 201.By Mechanical Means Inarea of non-thorny jungleAs per sheet attached |
| 25 | Earthwork in excavation for structures as per drawing andMoRTH specifications Clause 304.1 including setting out,construction of shoring and bracing, removal of stumpsand other deleterious material and disposal upto a lead of50 m, dressing of sides and bottom and backfilling intrenches with excavated suitable material. Hard rock(requiring blasting)Drain |
| 26 | Providing laying spreading and compacting specifiedgraded sand, gravel (crushed stone) as per Table400-1,400-2 or any other course material as per designmix, as per CBR in sub base course including premixingthe material at OMC in wet mix plant, carriage of mixedmaterial spreading in uniform layers with motor grader F.Eloader on a prepared base and compacting with vibratoryroller to achieve desired density (as per I.S.2720)including all material, labor, machinery, lighting guarding,barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanicalmeans with lead of 1 Km.For Grading-III Material |
| 27 | Construction of granular sub-base by providing wellgraded material, spreading in uniform layers with TractorMount Grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting withsmooth wheel roller to achieve the desired density,complete as per MoRTH Specification Clause 401.For AllRajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar For Grading III Material |
| 28 | WBM Grading 1 Providing,laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing,rolling with smooth wheel roller 80-100 kN in stages toproper grade and camber, applying and brooming, stonescreening & binding materials to fill-up the interstices ofcoarse aggregate, watering and compacting to therequired density grading 1 as per MoRTH SpecificationClause 404. Using Crusher Broken Aggregate ByMechanical Means |
| 29 | Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kNin stages to proper grade and camber, applying andbrooming, stone screening to fill-up the interstices ofcoarse aggregate, watering and compacting to therequired density Grading 2 as per MoRTH SpecificationClause 404. using Crusher borken aggregate For AllRajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar By Mechanical Means |
| 30 | Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base(WBM/WMM)using truck mounted sprayer including cleaning of roadsurface and spraying primer at the rate of 0.70-1.0 kg/sqmusing mechanical means as per MoRTH SpecificationClause 502 |
| 31 | Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.25 to0.30 kg per sqm on the prepared granular surfaces treatedwith primer & cleaned with Hydraulic broom as perMoRTH Specification Clause 503.Qty same as per above item |
| 32 | Providing, laying and rolling of open-graded premix carpetof 20 mm thickness composed of 13.2 mm to 5.6 mmaggregates either using Viscosity grade bitumen oremulsion to required line, grade and level to serve aswearing course on a previously prepared base, includingmixing in a suitable plant, laying and rolling with a threewheel 80-100 kN static roller capacity, finished to requiredlevel and grades to be followed by seal coat of either TypeA or Type B or Type C as per MoRTH Specification Clause510.Case - II By Mechanical Means Bitumen VG30 |
| 33 | Providing and laying seal coat sealing the voids in abituminous surface laid to the specified levels, grade andcross fall using Type A, Type B and Type C as per MoRTHSpecification Clause 511 By Mechanical MeansCase - II :Type B Bitumen (VG-30 |
| 34 | PART B:- CC WORK Providing laying spreading and compacting specifiedgraded sand, gravel (crushed stone) as per Table400-1,400-2 or any other course material as per designmix, as per CBR in sub base course including premixingthe material at OMC in wet mix plant, carriage of mixedmaterial spreading in uniform layers with motor grader F.Eloader on a prepared base and compacting with vibratoryroller to achieve desired density (as per I.S.2720)including all material, labor, machinery, lighting guarding,barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanicalmeanswithleadof1Km.ForGrading-IIIMaterial |
| 35 | Construction of granular sub-base by providing wellgraded material, spreading in uniform layers with TractorMount Grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting withsmooth wheel roller to achieve the desired density,complete as per MoRTH Specification Clause 401.For AllRajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar For Grading III Material |
| 36 | Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kNin stages to proper grade and camber, applying andbrooming, stone screening to fill-up the interstices ofcoarse aggregate, watering and compacting to therequired density Grading 2 as per MoRTH SpecificationClause 404. using Crusher borken aggregate For AllRajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar By Mechanical Means Grading II |
| 37 | Construction of un-reinforced , plain cement concretepavement M30 (Grade), thickness as per design, over aprepared sub base, with 43/53 grade cement as perClause 602, coarse and fine aggregates conforming toIS:383, maximum size of coarse aggregate not exceeding31.5 mm, mixed in a in fully automatic Batching Plant andtransported to site in transit mixer for having continuousagitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site oflaying , with all lead and lift including cost of admixtures inrecommended portion as per IS 9103 to accelerate/ retardsetting of concrete, improve workability without impairingstrength and durability as per direction of Engineer incharge laid with a Fixed Form Paver (laying and fixing of125 micron thick polythene Film and finished in continuousoperation including provision of contraction andexpansion, construction joints, applying debonding strips,primer, sealant near approaches to bridge/culvert andconstruction joints, admixtures as approved, curing ofconcrete slabs for 14-days using water finishing to linesand grade as per drawing and MoRTH SpecificationClause 602 including vaccum dewatering process with allrequired equipments (Dowel Bars & tie bar will be paidseprately).Approach |
| 38 | Providing and Fixing of Dowel Bars and Tie Bars of MildSteel confirming to IS:432 of specified length anddiameters as per MoRTH Specification IRC15&58including cutting, placing in position across transversejoint with proper spacing, providing with PVC sleevecomplete as per drawing, technical specification and asper direction of the Engineer-in-charge.Dowel bar |
| 39 | PART E:- Road safety work Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made ofencapsulated lens type reflective sheeting vide Clause801.3.1, fixed over aluminium sheeting, 1.5 mm thicksupported on RCC Post 100 mm x 100 mm firmly fixed tothe ground by means of properly designed foundation withM15 grade cement concrete 450 mm x 450 mm x 600mm, 600 mm below ground level as per approved drawingClause 801600 mm x 450 mm rectangular [1] |
| 40 | Providing and erecting direction and place identificationsof semi reflective sign boards as per IRC:67 made of 2mm thick M.S. Sheet duly stove enameled paint in whitecolour in front and grey colour on back with red reflectiveborder of 70 mm width and required message, letters,figures with reflective engineering grade tape of requiredshade and colour. Supported and welded on 47 mm x47mm of 12 SWG Square tube of 3050 mm height dulystrengthened by 25 mm x 5 mm M/s flat iron on edges onback firmly fixed to the ground by means of properlydesigned foundations with M-15 grade cement concrete450 mm x 450 mm x 600 mm, 600 mm below ground levelas per approved drawing and Specification upto 0.9 sqmsize board |
| 41 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing inposition including painting and printing, etc as per drawingand MoRTH Specification Clause 801Ordinary Kilometer Stone (Precast) |
| 42 | 200 m stone (precast) [2] |
| 43 | Marking Centre Line and stop lines etc. on road as perIRC pattern with thermoplastic paint of approved qualityand make with 8% glass beads laid on the road surface attemperature 160\\" C with a special applicator machinecomplete with a special applicator machine complete withlabour material and traffic diversion arrangements. |
| 44 | Providing and fixing Mukhya Mantri Sadak Yojana/Mahatma Gandhi Rajya Sadak Yojana informatory signboard with logo for roads funded by State road fundhaving M.S. Definition plate of 1.60 mm thickness frame tosteel hollow dsection of 75mm x 75mm, 2.5m long stoveenamelled paint with hold fast including paint logo as perapproved design and colours. The logo shall be made outof 1.6mm thick circular plate duly framed with MS angle25x25x5 mm on back and fix on 1200mm x 150mmrectangular steel base plate 1.6mm thick, the base ofcircular shall be plain at the junction of base plate. Thesize of definition plate shall be 1500x600mm andembedding the posts by M-15 cement concrete block 45cm x 45 cm x 60 cm, 60 cm below ground level includinglettering / writing and painting etc. complete in allrespect.as per MoRTH Specification Clause 801. |
| 45 | Providing and laying rounded hump type speed breakersfor crossing speed 25 km/h as per IRC design includingproviding and applying bitumen emulsion tack coat,making speed breaker in designed profile with bituminousmacadam, providing seal coat type B for sealing the voidsand marking chequered pattern with thermoplastic paintcomplete as per IRC : 99-1988 3.70 meter wide and 10cm high for general traffic |
| 46 | Providing and Erecting typical Citizen's information Boardas per approved drawing & specification made of two MSsheet of 1.6 mm thick each of size 900mm x 750mmstiffend by angle iron 25mmx25mm x 3mm all around theplate & plates fixed on frame of 75mm dia pipe of 12 SWGsheet (vertical post 3050 mm with angle holdfasts andhorizontal member 900mm) to be joined by embedded incement concrete M-15 grade of block of 600mmx 600mmx 750 mm size below ground level as per encloseddrawings & as directed by Engineering incharge. All MSwill be stove anmeled on both side lettering. Figuring andborder will be with ready mixed synthethic enamel paint ofsuperior quality in required shade and colour etc completein all respect. All sections of framed post and steel tubewill be painted with primer and two coat of epoxy paint asper drawing and as per Specification |
| 47 | Banjakudi balara beawar 17/0 to 24/0 Clearing and grubbing road land including uprooting wildvegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300 mm, removal of stumps of such trees cutearlier and disposal of unserviceable materials andstacking of serviceable material to be used or auctioned,upto a lead of 1000 m including removal and disposal oftop organic soil not exceeding 150 mm in thickness as perMoRTH Specification Clause 201.By Mechanical Means Inarea of non-thorny jungleAs per sheet attached |
| 48 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading intippers, trimming bottom and side slopes, in accordancewith requirements of lines, grades and cross-sections, andtransporting to the embankment location with a lift upto 1.5m and lead upto 1000 m as per MoRTH SpecificationClause 301.3Drain |
| 49 | Construction of embankment with approved materialobtained from borrow pits with a lift upto 1.5 m,transporting to site, spreading, grading to required slopeand compacting to meet requirement of Tables 300-1 and300-2 with a lead upto 50 m as per MoRTH SpecificationClause 305.3 |
| 50 | Providing laying spreading and compacting specifiedgraded sand, gravel (crushed stone) as per Table400-1,400-2 or any other course material as per designmix, as per CBR in sub base course including premixingthe material at OMC in wet mix plant, carriage of mixedmaterial spreading in uniform layers with motor grader F.Eloader on a prepared base and compacting with vibratoryroller to achieve desired density (as per I.S.2720)including all material, labor, machinery, lighting guarding,barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanicalmeans with lead of 1 Km.For Grading-III Material |
| 51 | Construction of granular sub-base by providing wellgraded material, spreading in uniform layers with TractorMount Grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting withsmooth wheel roller to achieve the desired density,complete as per MoRTH Specification Clause 401.For AllRajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar For Grading III Material |
| 52 | WBM Grading 1 Providing,laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing,rolling with smooth wheel roller 80-100 kN in stages toproper grade and camber, applying and brooming, stonescreening & binding materials to fill-up the interstices ofcoarse aggregate, watering and compacting to therequired density grading 1 as per MoRTH SpecificationClause 404. Using Crusher Broken Aggregate ByMechanical Means |
| 53 | Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kNin stages to proper grade and camber, applying andbrooming, stone screening to fill-up the interstices ofcoarse aggregate, watering and compacting to therequired density Grading 2 as per MoRTH SpecificationClause 404. using Crusher borken aggregate For AllRajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar By Mechanical Means |
| 54 | Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base(WBM/WMM)using truck mounted sprayer including cleaning of roadsurface and spraying primer at the rate of 0.70-1.0 kg/sqmusing mechanical means as per MoRTH SpecificationClause 502 |
| 55 | Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.25 to0.30 kg per sqm on the prepared granular surfaces treatedwith primer & cleaned with Hydraulic broom as perMoRTH Specification Clause 503.Qty same as per above item |
| 56 | Providing, laying and rolling of open-graded premix carpetof 20 mm thickness composed of 13.2 mm to 5.6 mmaggregates either using Viscosity grade bitumen oremulsion to required line, grade and level to serve aswearing course on a previously prepared base, includingmixing in a suitable plant, laying and rolling with a threewheel 80-100 kN static roller capacity, finished to requiredlevel and grades to be followed by seal coat of either TypeA or Type B or Type C as per MoRTH Specification Clause510.Case - II By Mechanical Means Bitumen VG30 |
| 57 | Providing and laying seal coat sealing the voids in abituminous surface laid to the specified levels, grade andcross fall using Type A, Type B and Type C as per MoRTHSpecification Clause 511 By Mechanical MeansCase - II :Type B Bitumen (VG-30 |
| 58 | PART B:- CC WORK Construction of granular sub-base by providing wellgraded material, spreading in uniform layers with TractorMount Grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting withsmooth wheel roller to achieve the desired density,complete as per MoRTH Specification Clause 401.For AllRajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar For Grading III Material |
| 59 | Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kNin stages to proper grade and camber, applying andbrooming, stone screening to fill-up the interstices ofcoarse aggregate, watering and compacting to therequired density Grading 2 as per MoRTH SpecificationClause 404. using Crusher borken aggregate For AllRajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar By Mechanical Means Grading II |
| 60 | Construction of un-reinforced , plain cement concretepavement M30 (Grade), thickness as per design, over aprepared sub base, with 43/53 grade cement as perClause 602, coarse and fine aggregates conforming toIS:383, maximum size of coarse aggregate not exceeding31.5 mm, mixed in a in fully automatic Batching Plant andtransported to site in transit mixer for having continuousagitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site oflaying , with all lead and lift including cost of admixtures inrecommended portion as per IS 9103 to accelerate/ retardsetting of concrete, improve workability without impairingstrength and durability as per direction of Engineer incharge laid with a Fixed Form Paver (laying and fixing of125 micron thick polythene Film and finished in continuousoperation including provision of contraction andexpansion, construction joints, applying debonding strips,primer, sealant near approaches to bridge/culvert andconstruction joints, admixtures as approved, curing ofconcrete slabs for 14-days using water finishing to linesand grade as per drawing and MoRTH SpecificationClause 602 including vaccum dewatering process with allrequired equipments (Dowel Bars & tie bar will be paidseprately). |
| 61 | Providing and Fixing of Dowel Bars and Tie Bars of MildSteel confirming to IS:432 of specified length anddiameters as per MoRTH Specification IRC15&58including cutting, placing in position across transversejoint with proper spacing, providing with PVC sleevecomplete as per drawing, technical specification and asper direction of the Engineer-in-charge.Dowel bar |
| 62 | PART C:- \\"CD WORK\\" Providing laying spreading and compacting specifiedgraded sand, gravel (crushed stone) as per Table400-1,400-2 or any other course material as per designmix, as per CBR in sub base course including premixingthe material at OMC in wet mix plant, carriage of mixedmaterial spreading in uniform layers with motor grader F.Eloader on a prepared base and compacting with vibratoryroller to achieve desired density (as per I.S.2720)including all material, labor, machinery, lighting guarding,barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanicalmeans with lead of 1 Km.For Grading-II Material |
| 63 | Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices ofcoarse aggregate, watering and compacting to therequired density Grading 2 as per MoRTH SpecificationClause 404. using Crusher borken aggregate For AllRajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar By Mechanical Means Grading II |
| 64 | Construction of un-reinforced , plain cement concretepavement M30 (Grade), thickness as per design, over aprepared sub base, with 43/53 grade cement as perClause 602, coarse and fine aggregates conforming toIS:383, maximum size of coarse aggregate not exceeding31.5 mm, mixed in a in fully automatic Batching Plant andtransported to site in transit mixer for having continuousagitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site oflaying , with all lead and lift including cost of admixtures inrecommended portion as per IS 9103 to accelerate/ retardsetting of concrete, improve workability without impairingstrength and durability as per direction of Engineer incharge laid with a Fixed Form Paver (laying and fixing of125 micron thick polythene Film and finished in continuousoperation including provision of contraction andexpansion, construction joints, applying debonding strips,primer, sealant near approaches to bridge/culvert andconstruction joints, admixtures as approved, curing ofconcrete slabs for 14-days using water finishing to linesand grade as per drawing and MoRTH SpecificationClause 602 including vaccum dewatering process with allrequired equipments (Dowel Bars & tie bar will be paidseprately). |
| 65 | Providing and Fixing of Dowel Bars and Tie Bars of MildSteel confirming to IS:432 of specified length anddiameters as per MoRTH Specification IRC15&58including cutting, placing in position across transversejoint with proper spacing, providing with PVC sleevecomplete as per drawing, technical specification and asper direction of the Engineer-in-charge.Dowel bartie bar |
| 66 | Plastering with cement mortar (1:4), 20 mm thick on Stonework. |
| 67 | Painting two coats including prime coat with epoxy paint ofapproved brand on concrete/steel surfaces after throughcleaning of surface to give an even shade as per drawingand MoRTH Specification Clause 801 |
| 68 | PART E:- Road safety work Supply & Fixing of flood gauge (water Gauge) as perI.R.C. 67 standard 200 cm long fixed on angle iron posts50x50x6 mm, 2.6 M. long. |
| 69 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made ofencapsulated lens type reflective sheeting vide Clause801.3.1, fixed over aluminium sheeting, 1.5 mm thicksupported on RCC Post 100 mm x 100 mm firmly fixed tothe ground by means of properly designed foundation withM15 grade cement concrete 450 mm x 450 mm x 600mm, 600 mm below ground level as per approved drawingClause 801600 mm x 450 mm rectangular [1] |
| 70 | Providing and erecting direction and place identificationsof semi reflective sign boards as per IRC:67 made of 2mm thick M.S. Sheet duly stove enameled paint in whitecolour in front and grey colour on back with red reflectiveborder of 70 mm width and required message, letters,figures with reflective engineering grade tape of requiredshade and colour. Supported and welded on 47 mm x47mm of 12 SWG Square tube of 3050 mm height dulystrengthened by 25 mm x 5 mm M/s flat iron on edges onback firmly fixed to the ground by means of properlydesigned foundations with M-15 grade cement concrete450 mm x 450 mm x 600 mm, 600 mm below ground levelas per approved drawing and Specification upto 0.9 sqmsize board |
| 71 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing inposition including painting and printing, etc as per drawingand MoRTH Specification Clause 8015th Kilometre Stone (precast) |
| 72 | Ordinary Kilometer Stone (Precast) |
| 73 | 200 m stone (precast) [2] |
| 74 | Marking Centre Line and stop lines etc. on road as perIRC pattern with thermoplastic paint of approved qualityand make with 8% glass beads laid on the road surface attemperature 160\\" C with a special applicator machinecomplete with a special applicator machine complete withlabour material and traffic diversion arrangements. |
| 75 | Providing and fixing Mukhya Mantri Sadak Yojana/Mahatma Gandhi Rajya Sadak Yojana informatory signboard with logo for roads funded by State road fundhaving M.S. Definition plate of 1.60 mm thickness frame tosteel hollow dsection of 75mm x 75mm, 2.5m long stoveenamelled paint with hold fast including paint logo as perapproved design and colours. The logo shall be made outof 1.6mm thick circular plate duly framed with MS angle25x25x5 mm on back and fix on 1200mm x 150mmrectangular steel base plate 1.6mm thick, the base ofcircular shall be plain at the junction of base plate. Thesize of definition plate shall be 1500x600mm andembedding the posts by M-15 cement concrete block 45cm x 45 cm x 60 cm, 60 cm below ground level includinglettering / writing and painting etc. complete in allrespect.as per MoRTH Specification Clause 801. |
| 76 | Providing and laying rounded hump type speed breakersfor crossing speed 25 km/h as per IRC design includingproviding and applying bitumen emulsion tack coat,making speed breaker in designed profile with bituminousmacadam, providing seal coat type B for sealing the voidsand marking chequered pattern with thermoplastic paintcomplete as per IRC : 99-1988 3.70 meter wide and 10cm high for general traffic |
| 77 | Providing and Erecting typical Citizen's information Boardas per approved drawing & specification made of two MSsheet of 1.6 mm thick each of size 900mm x 750mmstiffend by angle iron 25mmx25mm x 3mm all around theplate & plates fixed on frame of 75mm dia pipe of 12 SWGsheet (vertical post 3050 mm with angle holdfasts andhorizontal member 900mm) to be joined by embedded incement concrete M-15 grade of block of 600mmx 600mmx 750 mm size below ground level as per encloseddrawings & as directed by Engineering incharge. All MSwill be stove anmeled on both side lettering. Figuring andborder will be with ready mixed synthethic enamel paint ofsuperior quality in required shade and colour etc completein all respect. All sections of framed post and steel tubewill be painted with primer and two coat of epoxy paint asper drawing and as per SpecificationBT Dismantl |
| 78 | Note:-GST will be paid extra as per Govt. Rule :- This is 18% at present i.e. 3619633.42 totalling to NIT amount 23728707.96 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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