Public Works Department-PWD has published Tender For Construction Of Road.. Submission Date for this Tender is 10-06-2024. Road Work Tenders in sujangarh Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 23-Mar-2024 | Corrrizendum | Other | 28-03-2024 |
| 2 | 27-Mar-2024 | Date | Date | 10-06-2024 |
| FileName | File Description | File Size |
| ec7375a3-45d9-434a-acd7-0a74f83d1582.html | Tender Notice | 0 KB |
| Agree2021.pdf | Tender Document | 0 KB |
| BOQ_692988.xls | Tender Document | 0 KB |
| RevisedRISLfee.pdf | Tender Document | 0 KB |
| RTTPAct_Criclulars.pdf | Tender Document | 0 KB |
| SBD5Croresujangarh.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Unblance.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Construction of missing link road from Dunkar to Balera km 0/0-4/750 |
| 2 | PART - A 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 | 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 |
| 5 | 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 |
| 7 | PART - BGRANULAR & 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,spreadingandcompactinggradedstoneaggregatetowetmixmacadamspecification includingpremixingthe materialwithwateratOMCinmechanicalmixer(PugMill),carriageofmixed material by tipper to site,laying in uniformlayersin sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting,barricadingandmaintenanceofdiversion,etcasperTables400-12&400-13andMoRTH Specification Clause 406. By Mechanical Means with 1 km lead |
| 10 | PART - C BITUMINOUS WORK |
| 11 | Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 12 | ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 13 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen. with bitumen grade 60/70 (VG-30) |
| 14 | Providingandlayingbituminous concrete as per design mix on preparedsurface with specified graded stone aspertable 500- 18for wearingcourse includingloading ofaggregate withF.E.Loaderand hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transportingthemixmaterial with tipper to paver and laying with sensor paver finisher (asper clause 507.3.5) to the required level, grades and rolling with vibratory compactorandpneumatictyredroller150-250KN, TP=0.7MPa,toachievethe desireddensity (approvedbythedepartment)excludingcostofprimer/tackcoat(MoRTHSpecification:Clause- 509,112).30-45 mmcompacted thicknesswith 5.40%binder grading- 2with leadofmixmaterial 1km.a) With straight run bitumen grade 60/70 (VG-30) |
| 15 | PART - D CC PAVEMENT WORK |
| 16 | Constructionof un-reinforced,doweljointedatexpansionandconstructionjointonly,plaincement concretepavement,thicknessasperdesign,overapreparedsubbase,with43gradecementorany othertypeasperClause602.2.2M30(Grade),coarseandfineaggregatesconformingtoIS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cumcapacityandappropriateweighbatcherusingapprovedmixdesign, laidinapprovedfixedside formwork(steelchannel,layingandfixingof125micronthickpolythenefilm,wedges,steelplates including levelling the formworkasper drawing),spreading the concrete with shovels,rakes, compacted usingneedle,screedandplatevibratorsandfinishedincontinuousoperationincludingprovisionof contractionandexpansion,constructionjoints,applyingdebondingstrips,primer,sealant,dowelbars, nearapproachestobridge/culvertandconstructionjoints,admixturesasapproved,curingofconcrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments |
| 17 | PART - ESHOULDERS WORK |
| 18 | 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 |
| 19 | PART - F CD & PROTECTION WORK |
| 20 | 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 |
| 21 | Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 |
| 22 | 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 |
| 23 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 24 | 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 |
| 25 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 900mm dia |
| 26 | PART - GROAD FURNITURE WORK |
| 27 | P&FMukhyaMantriSadakYojanalogoforroadsfundedbyStateroadfundhaving M.S.Definitionplateof1.6mmthicknessframetosteelhollowdsectionof75mmx 75mm,2.5mlongstoveenamelledpaintwithholdfastincludingpaintlogoasper approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shallbeplainatthejunctionofbaseplate.Thesizeofdefinitionplateshallbe 1500x600mmandembeddingthepostsbyM-15mixC.C.block300x300x600mm including lettering / writing and painting etc. complete in all respect |
| 28 | Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S.sheetframedtoangleiron40x40x5mmandtwoverticalpostsofangleironof size65x65x6mm3meterlongwithholdfasts,stoveenameledpaintreflectiveletter symbol complete of size. :90 x 75 cm. |
| 29 | Providing and Erecting typical Citizen"s 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. |
| 30 | Supplying & Fixing cautionary / Warning Reflective sign boards made out of 2 mm thick M.S. sheet as per IRC –67-1977, stove enamelled and reflective symbol fixed on Angle Iron of size 65 x 65 x 6mm of 3 meter long : 60 cm equilateral triangle |
| 31 | ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) |
| 32 | 200 m stone (precast) |
| 33 | 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. |
| 34 | Construction of Missing Link road from Charla to Sarothiya Km 0/0 to 6/500 |
| 35 | PART - A EARTH WORK |
| 36 | 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 |
| 37 | 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. |
| 38 | 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 |
| 39 | PART - BGRANULAR & WBM/WMM BASES WORK |
| 40 | 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 |
| 41 | Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterbound macadamspecification including spreading in uniformthickness, hand packing, rolling with three wheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per MoRTH Specification Clause 404.By Mechanical Means |
| 42 | Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterbound macadamspecification including spreading in uniformthickness, hand packing, rolling with three wheel80-100kNstaticrollerinstagestopropergradeandcamber,applyingandbrooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404.By Mechanical Means |
| 43 | PART - C BITUMINOUS WORK |
| 44 | Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 45 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table500-7premixedwithbituminousbinder,transportedtositewithallleadslaidoverapreviously 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) |
| 46 | ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 47 | 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) |
| 48 | 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) |
| 49 | PART - D CC PAVEMENT WORK |
| 50 | Constructionof un-reinforced,doweljointedatexpansionandconstructionjointonly,plaincement concretepavement,thicknessasperdesign,overapreparedsubbase,with43gradecementorany othertypeasperClause602.2.2M30(Grade),coarseandfineaggregatesconformingtoIS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cumcapacityandappropriateweighbatcherusingapprovedmixdesign, laidinapprovedfixedside formwork(steelchannel,layingandfixingof125micronthickpolythenefilm,wedges,steelplates including levelling the formworkasper drawing),spreading the concrete with shovels,rakes, compacted usingneedle,screedandplatevibratorsandfinishedincontinuousoperationincludingprovisionof contractionandexpansion,constructionjoints,applyingdebondingstrips,primer,sealant,dowelbars, nearapproachestobridge/culvertandconstructionjoints,admixturesasapproved,curingofconcrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments |
| 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 - GROAD FURNITURE WORK |
| 54 | P&FMukhyaMantriSadakYojanalogoforroadsfundedbyStateroadfundhaving M.S.Definitionplateof1.6mmthicknessframetosteelhollowdsectionof75mmx 75mm,2.5mlongstoveenamelledpaintwithholdfastincludingpaintlogoasper approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shallbeplainatthejunctionofbaseplate.Thesizeofdefinitionplateshallbe 1500x600mmandembeddingthepostsbyM-15mixC.C.block300x300x600mm including lettering / writing and painting etc. complete in all respect |
| 55 | Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S.sheetframedtoangleiron40x40x5mmandtwoverticalpostsofangleironof size65x65x6mm3meterlongwithholdfasts,stoveenameledpaintreflectiveletter symbol complete of size. :90 x 75 cm. |
| 56 | Providing and Erecting typical Citizen"s 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. |
| 57 | Supplying & Fixing cautionary / Warning Reflective sign boards made out of 2 mm thick M.S. sheet as per IRC –67-1977, stove enamelled and reflective symbol fixed on Angle Iron of size 65 x 65 x 6mm of 3 meter long : 60 cm equilateral triangle |
| 58 | ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) |
| 59 | 200 m stone (precast) |
| 60 | Approach Road Dariba Km 0/0 to 0/500 |
| 61 | 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 |
| 62 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202.By Mechanical Means : Granular courses |
| 63 | Carriage of Materials Earth, Sand, Lime, Morrum Manure or sludge For 3 Km. |
| 64 | 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 |
| 65 | 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 |
| 66 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments |
| 67 | 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 |
| 68 | P&FMukhyaMantriSadakYojanalogoforroadsfundedbyStateroadfundhaving M.S.Definitionplateof1.6mmthicknessframetosteelhollowdsectionof75mmx 75mm,2.5mlongstoveenamelledpaintwithholdfastincludingpaintlogoasper approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shallbeplainatthejunctionofbaseplate.Thesizeofdefinitionplateshallbe 1500x600mmandembeddingthepostsbyM-15mixC.C.block300x300x600mm including lettering / writing and painting etc. complete in all respect |
| 69 | Providing and Erecting typical Citizen"s 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. |
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