Tender For Construction Of Concrete Road With Boulder Pitching Works From Bharatpur To Joydeb Kenduli
Tender Value
7.09 Crore
Estimated cost
Bid Submission
01 Mar 2023
0 days left
EMD
14.19 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
illambazar → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Concrete Road With Boulder Pitching Works From Bharatpur To Joydeb Kenduli Construction Of Concrete Road With Boulder Pitching Works From Bharatpur To Joydeb Kenduli Via Kshudrapur In Ghurisha And Joydeb Kenduli Gp On The Left Bank Of Ajoy River Under Illambazar Block In The District Of Birbhum.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Feb-2023 | LIST OF MACHINERY | Other | 28-Feb-2023 |
| 2 | 23-Feb-2023 | MACHINERY LIST | Other | 28-Feb-2023 |
| 3 | 28-Feb-2023 | Due Date Extended - (28-02-2023) - Slot 3 | Admin Corrigendum Date Extend | 01-Mar-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Concrete Road from Bharatpur to Shyamal Roy House under Illambazar Development Block in the District of Birbhum. |
| 2 | Clearing and Grubbing Road Land-Clearing and grubbing road land including uprooting wildvegetation,grass,bushes,shrubs,saplingsand trees of girth upto300 mm, removal of stumps of such treescutearlieranddisposalofunserviceable materialsandstackingofserviceablematerialtobe usedorauctioned,uptoaleadof1000mincluding removalanddisposaloftoporganicsoilnot exceeding150mminthicknessasperTechnical Specifications Clause 201 for Rural Roads of MORD (I)By Manual Means a) In area of non-thorny jungle |
| 3 | Dismantling of Structures-Dismantling of existing structures like culverts, bridges, retainingwallsandotherstructurecomprisingof masonry, cement concrete, steel work, including T&P andscaffoldingwherevernecessary,sortingthe dismantledmaterial,disposalofunserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technic al Specifications Clause 202 for Rural Roads of MORD. I) By manual means b) cement concrete |
| 4 | Box cutting or filling in Road embankment-Box cutting or filling in Road embankment in all sorts of soilincludingspreadingthespoilsproperlyoverthe flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller topropercamberandgradeasperdirectionand satisfactionofEngineer-in-charge includinguprooting andremovingplantsandjungleswhenandwhere necessarya) Depth upto 150mm |
| 5 | Box cutting or filling in Road embankment-Box cutting or filling in Road embankment in all sorts of soilincludingspreadingthespoilsproperlyoverthe flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller topropercamberandgradeasperdirectionand satisfactionofEngineer-in-charge includinguprooting andremovingplantsandjungleswhenandwhere necessaryb) For each additional Depth upto 150mm and part thereof. |
| 6 | Construction of Embankment with Material Obtained from Borrow Pits-Construction of embankment with approved material obtainedfromborrowpitswithaliftupto1.5m, transportingtosite,spreading,gradingtorequired slope and compacting to meet requirement of Tables 300.1and300.2withaleadupto1000masper Technical Specification Clause 301.5 for Rural Roads of MORD.(Modeofmeasurement:preworksandpost works) (i) For embankment workat OMC to meet 97% SPD |
| 7 | Construction of Embankment with Material Obtained from Borrow Pits-Construction of embankment with approved material obtainedfromborrowpitswithaliftupto1.5m, transportingtosite,spreading,gradingtorequired slope and compacting to meet requirement of Tables 300.1and300.2withaleadupto1000masper Technical Specification Clause 301.5 for Rural Roads of MORD.(Modeofmeasurement:preworksandpost works) (ii) For Subgrade workat OMC to meet 100% SPD |
| 8 | Construction of Embankment with Materials Obtained from Roadway Cutting -Construction of embankment with approved materials depositedatsitefromroadwaycuttingand excavationfromdrainandfoundationofother structuresgradedandcompactedtomeet requirement of Tables 300.1 and 300.2 as per Technical SpecificationClause301.5forRuralRoadsofMORD including carriage of material for a distance of 1 km |
| 9 | Granular Sub-base with Graded Material (Table:- 400-1)-B.By Mix in Place Method : Construction of granular sub-base by providing gradedmaterial,mixingbymixinplace methodwithRotavatoratOMC,spreadingin uniformlayerswithMotorgraderonprepared surfaceinpropergradeandcamber, compacting with vibratory roller to achieve the desireddensity,includinglighting,guarding, barricading,includingcostofallmaterials, machinery,toolsandplantsincludingcostof qualitycontrolcompleteasperClause401of SpecificationsforRoad&ridgeWorksof MoRT&H (5th Revision)...Two layer@ each layer thickness 75 mm separately to be constructed. (iii)Grading – II with pakur variety stone ( Two layers @ each layer 75 mm) |
| 10 | Filler joint -(iv)Providing and filling joint sealing compoundas per drawings and technical specifications with coarse sand and 6% bitumen by weight |
| 11 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches |
| 12 | Plain/ReinforcedCementConcrete-Plain/ReinforcedCementConcreteinOpen foundationwithorwithoutreinforcements,inany part of foundation of bridges / culverts with graded stonechipsofappropriatenominalsizes,including screening and cleaning of coarseaggregates, fine aggregate(sand)conformingtopropergrading zone,bothofapprovedqualityandcement,as necessary, cost of curing with water, including cost andcarriageofallmaterialsandincluding preparation of design mix, approval of the same by theEngineer-in-Charge,costforqualitycontrol, sampling, testing etc. including cost of formwork but excludingreinforcementcompleteasperdrawing and technical specification.E) PCC Grade-M-30Using concrete mixure with Pakur variety stone |
| 13 | For Road Safety Works:- Retro-Reflectorised Traffic Signs-Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC:67 madeofhighintensitygradesheetingvideclause 801.3, fixed over luminium sheeting, 2 mm thick with areanotexceeding0.9sqmsupportedonamild steel single angle iron post 75 x 75 x 6 mm firmly fixed tothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). ii)60 cm equilateral triangle |
| 14 | Retro-Reflectorised Traffic Signs-Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC:67 madeofhighintensitygradesheetingvideclause 801.3, fixed over luminium sheeting, 2 mm thick with areanotexceeding0.9sqmsupportedonamild steel single angle iron post 75 x 75 x 6 mm firmly fixed tothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). iii)60 cm circular |
| 15 | Retro-Reflectorised Traffic Signs-Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC:67 madeofhighintensitygradesheetingvideclause 801.3, fixed over luminium sheeting, 2 mm thick with areanotexceeding0.9sqmsupportedonamild steel single angle iron post 75 x 75 x 6 mm firmly fixed tothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).iv)60 x 60 cm square |
| 16 | R.C. Guard post-SupplyingfittingandfixingR.C.guardpost1.37m longwithC.C.1:2:4withgradedstonechipsof 13.2mmdowncasting,curingcompleteincluding costof providing4nos.of12mmdia.rodoflength 1.54masmainreinforcementand6nos.ofround shaped 8mm dia rods used as binders; the placing of thefirstbindershouldbeat75mmbelowthetop finished surface and the other 5 nos of binders should beplacedat245mmc/c;theguardpostisof octagonalsectionwith inscribedcircleofdia 24cm at the basetapering to corresponding dimensions of 16cm at the top including two coats of painting with bestqualitysyntheticenamelpaintofapproved make and grade to form 6 nos. horizontal alternate bandsinwhite/tanneryyellowandblackto90cm lengthstandingupabovegroundafter mendinggooddamagesifanyduringstrikingoff shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the sameholesandrepackingtheearthproperlysoas tokeeptheguardpostsstandingproperlyerectin correctpositiontruetolineandlengthincluding carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips |
| 17 | For Road Furniture Works:- Direction and Place Identification Signs upto 0.9 sqm Size Board-Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC:67 madeofhighintensitygradesheetingvideclause 801.3, fixed over aluminium sheeting, 2 mm thick with areanotexceeding0.9sqmsupportedonamild steel single angle iron post 75 x 75 x 6 mm firmly fixed tothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 18 | KM Post-ReinforcedcementconcreteM15gradekilometre stone of standarddesign as per IRC:8-1980, fixing in position including painting and printing etc (ii)Ordinary kilometer stone (precast) |
| 19 | For Cross Drainage Work (1mx1m) :- Excavation for Structures-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including bailing out / pumping out water from foundation tracks and providing nominal shoring as directed. (I) Ordinary soil: upto 3m depth (i) Withpumping out water including shoring as required |
| 20 | Sand filling in foundation trenches -Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand freefromearthinlayersnotexceeding15cm. includinginundatingeachlayerbyprofusewater andpokingandramminglayerbylayercomplete includingsupplyofsand.Qualityofsandistobe approved by the Engineer-in-charge |
| 21 | Plain/ReinforcedCementConcreteinOpen foundation -Plain/ReinforcedCementConcreteinOpen foundationwithorwithoutreinforcements,inany part of foundation of bridges / culverts with graded stonechipsofappropriatenominalsizes,including screening and cleaning of coarseaggregates, fine aggregate(sand)conformingtopropergrading zone,bothofapprovedqualityandcement,as necessary, cost of curing with water, including cost andcarriageofallmaterialsandincluding preparation of design mix, approval of the same by theEngineer-in-Charge,costforqualitycontrol, sampling, testing etc. including cost of formwork but excludingreinforcementcompleteasperdrawing and technical specifications. with pakur variety stone A PCC Grade M20 (i) Height upto 5m A PCC Grade M20 with Pakur Variety Stone Aggregate. |
| 22 | Plain/ReinforcedCementConcreteinSubstructure-Plain/ReinforcedCementConcreteinSubstructurewithcoarseaggregatesofappropriate nominalsizeandgrading,fineaggregate(sand) conformingtoproperradingzone,bothof approvedquality, cementandwaterreducing admixtures, as necessary, including labour, cost and carriageofallmaterialsandincludingreparation ofdesignmix,approvalofthesamebythe Engineer-in-Chargeandcostforqualitycontrol, sampling,testingetc.allcompleteasperdrawing andtechnicalpecificationincludingthecostof necessary formworkandstagingcompleteasper drawing and technical specifications.APCC Grade M20 |
| 23 | Plain/ReinforcedCementConcreteinSubstructure-Plain/ReinforcedCementConcreteinSubstructurewithcoarseaggregatesofappropriate nominalsizeandgrading,fineaggregate(sand) conformingtoproperradingzone,bothof approvedquality, cementandwaterreducing admixtures, as necessary, including labour, cost and carriageofallmaterialsandincludingreparation ofdesignmix,approvalofthesamebythe Engineer-in-Chargeandcostforqualitycontrol, sampling,testingetc.allcompleteasperdrawing andtechnicalpecificationincludingthecostof necessary formworkandstagingcompleteasper drawing and technical specifications. (i) Height upto 5m E RCC Grade M25 I) Using concrete Mixer(i) Height upto 5m with pakur variety stone |
| 24 | Supplying,fittingandplacingHYSDbar reinforcementinBridge/CDSub-structure-Supplying,fittingandplacingHYSDbar reinforcementin Sub-structureincluding initialstraightening,straighteningofcoilsbars, removaloflooserust(ifany),cuttingtorequisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placedonformsetc.includingcostofblack annealedwireandcostofloading,unloading, carriageofallsteelmaterialscompleteasper drawing and technical specifications. |
| 25 | Back filling behind abutment, wing wall and return wallcompleteasperdrawingandTechnical specification.B)Sandy material |
| 26 | Drainage spouts in Superstructure-DrainageSpoutsinSuperstructureincluding providingdripmouldingsandalsoincluding supplying,fittingandfixingapprovedtypeof materialscompleteasperrawingandTechnical specificationvideclauseno.2705ofMoRT&H’s Specification for Road & Bridge Works |
| 27 | Weep Holes -ProvidingweepholesinBrickmasonry/Plain/ Reinforcedconcreteabutment,wingwall/return wallwith100mmdiaACpipe,extendingthrough thefullwidthofthestructurewithslopeof1V:20H towardsdrawingface.Completeasperdrawing and Technical specifications. |
| 28 | Painting on concrete surface-Providingandapplying2 coatsofcementwashing withadmixtureofpigmentifnecessaryasdirected byEngineer-in-chargetounplasteredconcrete surfaceaftercleaningthesurfaceofdirt,dust,oil, grease,[email protected] per 10 sqm. of surface. |
| 29 | Drainage Works:-Excavation for Structures-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including bailing out / pumping out water from foundation tracks and providing nominal shoring as directed. (I) Ordinary soil: upto 3m depth |
| 30 | Sand filling in foundation trenches -Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand freefromearthinlayersnotexceeding15cm. includinginundatingeachlayerbyprofusewater andpokingandramminglayerbylayercomplete includingsupplyofsand.Qualityofsandistobe approved by the Engineer-in-charge |
| 31 | Plain/ReinforcedCementConcreteinOpen foundation-Plain/ReinforcedCementConcreteinOpen foundationwithorwithoutreinforcements,inany part of foundation of bridges / culverts with graded stonechipsofappropriatenominalsizes,including screening and cleaning of coarseaggregates, fine aggregate(sand)conformingtopropergrading zone,bothofapprovedqualityandcement,as necessary, cost of curing with water, including cost andcarriageofallmaterialsandincluding preparation of design mix, approval of the same bytheEngineer-in-Charge,costforqualitycontrol, sampling, testing etc. including cost of formwork but excludingreinforcementcompleteasperdrawing and technical specifications.A PCC Grade M20 with pakur variety stone |
| 32 | Plain/ReinforcedCementConcreteinSubstructure-Plain/ReinforcedCementConcreteinSubstructurewithcoarseaggregatesofappropriate nominalsizeandgrading,fineaggregate(sand) conformingtoproperradingzone,bothof approvedquality, cementandwaterreducing admixtures, as necessary, including labour, cost and carriageofallmaterialsandincludingreparation ofdesignmix,approvalofthesamebythe Engineer-in-Chargeandcostforqualitycontrol, sampling,testingetc.allcompleteasperdrawing andtechnicalpecificationincludingthecostof necessary formworkandstagingcompleteasper drawing and technical specifications.APCC Grade M20(i) Height upto 5m with pakur variety stone |
| 33 | Protective Works:-Earth work in excavation up to 3.0 m depth-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including bailing out / pumping out water from foundation tracks and providing nominal shoring as directed. (I) Ordinary soil: upto 3m depth |
| 34 | Sand filling in foundation trenches- Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand freefromearthinlayersnotexceeding15cm. includinginundatingeachlayerbyprofusewater andpokingandramminglayerbylayercomplete includingsupplyofsand.Qualityofsandistobe approved by the Engineer-in-charge |
| 35 | Plain/ReinforcedCementConcreteinOpen foundation-Plain/ReinforcedCementConcreteinOpen foundationwithorwithoutreinforcements,inany part of foundation of bridges / culverts with graded stonechipsofappropriatenominalsizes,including screening and cleaning of coarseaggregates, fine aggregate(sand)conformingtopropergrading zone,bothofapprovedqualityandcement,as necessary, cost of curing with water, including cost andcarriageofallmaterialsandincluding preparation of design mix, approval of the same bytheEngineer-in-Charge,costforqualitycontrol, sampling, testing etc. including cost of formwork but excludingreinforcementcompleteasperdrawing and technical specifications. A PCC Grade M20 with pakur variety stone |
| 36 | Plain/ReinforcedCementConcreteinSubstructure-Plain/ReinforcedCementConcreteinSubstructurewithcoarseaggregatesofappropriate nominalsizeandgrading,fineaggregate(sand) conformingtoproperradingzone,bothof approvedquality, cementandwaterreducing admixtures, as necessary, including labour, cost and carriageofallmaterialsandincludingreparation ofdesignmix,approvalofthesamebythe Engineer-in-Chargeandcostforqualitycontrol, sampling,testingetc.allcompleteasperdrawing andtechnicalpecificationincludingthecostof necessary formworkandstagingcompleteasper drawing and technical specifications. APCC Grade M20(i) Height upto 5m with pakur variety stone |
| 37 | Supplying,fittingandplacingHYSDbar reinforcement -Supplying,fittingandplacingHYSDbar reinforcementinBridgeSuper-structureincluding initialstraightening,straighteningofcoilsbars, removaloflooserust(ifany),cuttingtorequisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placedonformsetc.includingcostofblack annealedwireandcostofloading,unloading, carriageofallsteelmaterialscompleteasper drawing and technical specifications. (b) For RCC Wall (Retaining wall) |
| 38 | Boulder Apron Laid in Wire Crates -Providingandlayingofboulderapronlaidinwire crates made with 4mm dia GI wire conforming to IS: 280&IS:4826in100mmx100mmmesh(weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. For Boulder Sausage or River / embankment pretection. |
| 39 | Pitching on Slopes-ProvidingandlayingPitchingonslopeslaidover preparedfiltermediaincludingboulderapronlaid dry in front of toe of embankment complete as per drawing and Technical specifications. For slope / embankment pretection. |
| 40 | Curtain/Protectionwallcompleteasperdrawing.-Curtain wall complete as per drawing andII. Cement concrete Grade M15 Technical specification. with pakur variety stone (a) M-15 Grade Using concrete mixer (a) For Toe wall (PCC). |
| 41 | Back filling behind abutment, wing wall and return wall-Back filling behind abutment, wing wall and return wallcompleteasperdrawingandTechnical specification. B)Sandy material (a) For Toe wall (PCC). |
| 42 | Weep Holes -Providing weep holes (150 x 75 mm.) in abutment or wing wall for the entire thickness, with slope 1:20 towards drainage surface, including packing with different sizes of brick bats or boulders of approved quality and sizes at the back side as per direction of Engineer-in-Charge. |
| 43 | Construction of Concrete Road from Kshudrapur to Pump House near Bhudhadeb House Under Illambazar Development Block in the District of Birbhum. |
| 44 | Clearing and Grubbing Road Land-Clearing and grubbing road land including uprooting wildvegetation,grass,bushes,shrubs,saplingsand trees of girth upto300 mm, removal of stumps of such treescutearlieranddisposalofunserviceable materialsandstackingofserviceablematerialtobe usedorauctioned,uptoaleadof1000mincluding removalanddisposaloftoporganicsoilnot exceeding150mminthicknessasperTechnical Specifications Clause 201 for Rural Roads of MORD (I)By Manual Means a) In area of non-thorny jungle |
| 45 | Dismantling of Structures-Dismantling of existing structures like culverts, bridges, retainingwallsandotherstructurecomprisingof masonry, cement concrete, steel work, including T&P andscaffoldingwherevernecessary,sortingthe dismantledmaterial,disposalofunserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technic al Specifications Clause 202 for Rural Roads of MORD. I) By manual means b) cement concrete |
| 46 | Box cutting or filling in Road embankment-Box cutting or filling in Road embankment in all sorts of soilincludingspreadingthespoilsproperlyoverthe flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller topropercamberandgradeasperdirectionand satisfactionofEngineer-in-charge includinguprooting andremovingplantsandjungleswhenandwhere necessarya) Depth upto 150mm |
| 47 | Box cutting or filling in Road embankment-Box cutting or filling in Road embankment in all sorts of soilincludingspreadingthespoilsproperlyoverthe flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller topropercamberandgradeasperdirectionand satisfactionofEngineer-in-charge includinguprooting andremovingplantsandjungleswhenandwhere necessaryb) For each additional Depth upto 150mm and part thereof. |
| 48 | Construction of Embankment with Material Obtained from Borrow Pits-Construction of embankment with approved material obtainedfromborrowpitswithaliftupto1.5m, transportingtosite,spreading,gradingtorequired slope and compacting to meet requirement of Tables 300.1and300.2withaleadupto1000masper Technical Specification Clause 301.5 for Rural Roads of MORD.(Modeofmeasurement:preworksandpost works) (i) For embankment workat OMC to meet 97% SPD |
| 49 | Construction of Embankment with Material Obtained from Borrow Pits-Construction of embankment with approved material obtainedfromborrowpitswithaliftupto1.5m, transportingtosite,spreading,gradingtorequired slope and compacting to meet requirement of Tables 300.1and300.2withaleadupto1000masper Technical Specification Clause 301.5 for Rural Roads of MORD.(Modeofmeasurement:preworksandpost works) (ii) For Subgrade workat OMC to meet 100% SPD |
| 50 | Construction of Embankment with Materials Obtained from Roadway Cutting -Construction of embankment with approved materials depositedatsitefromroadwaycuttingand excavationfromdrainandfoundationofother structuresgradedandcompactedtomeet requirement of Tables 300.1 and 300.2 as per Technical SpecificationClause301.5forRuralRoadsofMORD including carriage of material for a distance of 1 km |
| 51 | Granular Sub-base with Graded Material (Table:- 400-1)-B.By Mix in Place Method : Construction of granular sub-base by providing gradedmaterial,mixingbymixinplace methodwithRotavatoratOMC,spreadingin uniformlayerswithMotorgraderonprepared surfaceinpropergradeandcamber, compacting with vibratory roller to achieve the desireddensity,includinglighting,guarding, barricading,includingcostofallmaterials, machinery,toolsandplantsincludingcostof qualitycontrolcompleteasperClause401of SpecificationsforRoad&ridgeWorksof MoRT&H (5th Revision)...Two layer@ each layer thickness 75 mm separately to be constructed. (iii)Grading – II with pakur variety stone ( Two layers @ each layer 75 mm) |
| 52 | Filler joint -(iv)Providing and filling joint sealing compoundas per drawings and technical specifications with coarse sand and 6% bitumen by weight |
| 53 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches |
| 54 | Plain/ReinforcedCementConcrete-Plain/ReinforcedCementConcreteinOpen foundationwithorwithoutreinforcements,inany part of foundation of bridges / culverts with graded stonechipsofappropriatenominalsizes,including screening and cleaning of coarseaggregates, fine aggregate(sand)conformingtopropergrading zone,bothofapprovedqualityandcement,as necessary, cost of curing with water, including cost andcarriageofallmaterialsandincluding preparation of design mix, approval of the same by theEngineer-in-Charge,costforqualitycontrol, sampling, testing etc. including cost of formwork but excludingreinforcementcompleteasperdrawing and technical specification.E) PCC Grade-M-30Using concrete mixure with Pakur variety stone |
| 55 | For Road Safety Works:- Retro-Reflectorised Traffic Signs-Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC:67 madeofhighintensitygradesheetingvideclause 801.3, fixed over luminium sheeting, 2 mm thick with areanotexceeding0.9sqmsupportedonamild steel single angle iron post 75 x 75 x 6 mm firmly fixed tothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). ii)60 cm equilateral triangle |
| 56 | Retro-Reflectorised Traffic Signs-Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC:67 madeofhighintensitygradesheetingvideclause 801.3, fixed over luminium sheeting, 2 mm thick with areanotexceeding0.9sqmsupportedonamild steel single angle iron post 75 x 75 x 6 mm firmly fixed tothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). iii)60 cm circular |
| 57 | Retro-Reflectorised Traffic Signs-Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC:67 madeofhighintensitygradesheetingvideclause 801.3, fixed over luminium sheeting, 2 mm thick with areanotexceeding0.9sqmsupportedonamild steel single angle iron post 75 x 75 x 6 mm firmly fixed tothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).iv)60 x 60 cm square |
| 58 | R.C. Guard post-SupplyingfittingandfixingR.C.guardpost1.37m longwithC.C.1:2:4withgradedstonechipsof 13.2mmdowncasting,curingcompleteincluding costof providing4nos.of12mmdia.rodoflength 1.54masmainreinforcementand6nos.ofround shaped 8mm dia rods used as binders; the placing of thefirstbindershouldbeat75mmbelowthetop finished surface and the other 5 nos of binders should beplacedat245mmc/c;theguardpostisof octagonalsectionwith inscribedcircleofdia 24cm at the basetapering to corresponding dimensions of 16cm at the top including two coats of painting with bestqualitysyntheticenamelpaintofapproved make and grade to form 6 nos. horizontal alternate bandsinwhite/tanneryyellowandblackto90cm lengthstandingupabovegroundafter mendinggooddamagesifanyduringstrikingoff shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the sameholesandrepackingtheearthproperlysoas tokeeptheguardpostsstandingproperlyerectin correctpositiontruetolineandlengthincluding carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips |
| 59 | For Road Furniture Works:- Direction and Place Identification Signs upto 0.9 sqm Size Board-Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC:67 madeofhighintensitygradesheetingvideclause 801.3, fixed over aluminium sheeting, 2 mm thick with areanotexceeding0.9sqmsupportedonamild steel single angle iron post 75 x 75 x 6 mm firmly fixed tothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 60 | KM Post-ReinforcedcementconcreteM15gradekilometre stone of standarddesign as per IRC:8-1980, fixing in position including painting and printing etc (ii)Ordinary kilometer stone (precast) |
| 61 | For Cross Drainage Work (1mx1m) :- Excavation for Structures-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including bailing out / pumping out water from foundation tracks and providing nominal shoring as directed. (I) Ordinary soil: upto 3m depth (i) Withpumping out water including shoring as required |
| 62 | Sand filling in foundation trenches -Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand freefromearthinlayersnotexceeding15cm. includinginundatingeachlayerbyprofusewater andpokingandramminglayerbylayercomplete includingsupplyofsand.Qualityofsandistobe approved by the Engineer-in-charge |
| 63 | Plain/ReinforcedCementConcreteinOpen foundation -Plain/ReinforcedCementConcreteinOpen foundationwithorwithoutreinforcements,inany part of foundation of bridges / culverts with graded stonechipsofappropriatenominalsizes,including screening and cleaning of coarseaggregates, fine aggregate(sand)conformingtopropergrading zone,bothofapprovedqualityandcement,as necessary, cost of curing with water, including cost andcarriageofallmaterialsandincluding preparation of design mix, approval of the same by theEngineer-in-Charge,costforqualitycontrol, sampling, testing etc. including cost of formwork but excludingreinforcementcompleteasperdrawing and technical specifications. with pakur variety stone A PCC Grade M20 (i) Height upto 5m A PCC Grade M20 with Pakur Variety Stone Aggregate. |
| 64 | Plain/ReinforcedCementConcreteinSubstructure-Plain/ReinforcedCementConcreteinSubstructurewithcoarseaggregatesofappropriate nominalsizeandgrading,fineaggregate(sand) conformingtoproperradingzone,bothof approvedquality, cementandwaterreducing admixtures, as necessary, including labour, cost and carriageofallmaterialsandincludingreparation ofdesignmix,approvalofthesamebythe Engineer-in-Chargeandcostforqualitycontrol, sampling,testingetc.allcompleteasperdrawing andtechnicalpecificationincludingthecostof necessary formworkandstagingcompleteasper drawing and technical specifications.APCC Grade M20 |
| 65 | Supplying,fittingandplacingHYSDbar reinforcementinBridge/CDSub-structure-Supplying,fittingandplacingHYSDbar reinforcementin Sub-structureincluding initialstraightening,straighteningofcoilsbars, removaloflooserust(ifany),cuttingtorequisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placedonformsetc.includingcostofblack annealedwireandcostofloading,unloading, carriageofallsteelmaterialscompleteasper drawing and technical specifications. |
| 66 | Back filling behind abutment, wing wall and return wallcompleteasperdrawingandTechnical specification.B)Sandy material |
| 67 | Drainage spouts in Superstructure-DrainageSpoutsinSuperstructureincluding providingdripmouldingsandalsoincluding supplying,fittingandfixingapprovedtypeof materialscompleteasperrawingandTechnical specificationvideclauseno.2705ofMoRT&H’s Specification for Road & Bridge Works |
| 68 | Weep Holes -ProvidingweepholesinBrickmasonry/Plain/ Reinforcedconcreteabutment,wingwall/return wallwith100mmdiaACpipe,extendingthrough thefullwidthofthestructurewithslopeof1V:20H towardsdrawingface.Completeasperdrawing and Technical specifications. |
| 69 | Painting on concrete surface-Providingandapplying2 coatsofcementwashing withadmixtureofpigmentifnecessaryasdirected byEngineer-in-chargetounplasteredconcrete surfaceaftercleaningthesurfaceofdirt,dust,oil, grease,[email protected] per 10 sqm. of surface. |
| 70 | Drainage Works:-Excavation for Structures-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including bailing out / pumping out water from foundation tracks and providing nominal shoring as directed. (I) Ordinary soil: upto 3m depth |
| 71 | Sand filling in foundation trenches -Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand freefromearthinlayersnotexceeding15cm. includinginundatingeachlayerbyprofusewater andpokingandramminglayerbylayercomplete includingsupplyofsand.Qualityofsandistobe approved by the Engineer-in-charge |
| 72 | Plain/ReinforcedCementConcreteinOpen foundation-Plain/ReinforcedCementConcreteinOpen foundationwithorwithoutreinforcements,inany part of foundation of bridges / culverts with graded stonechipsofappropriatenominalsizes,including screening and cleaning of coarseaggregates, fine aggregate(sand)conformingtopropergrading zone,bothofapprovedqualityandcement,as necessary, cost of curing with water, including cost andcarriageofallmaterialsandincluding preparation of design mix, approval of the same bytheEngineer-in-Charge,costforqualitycontrol, sampling, testing etc. including cost of formwork but excludingreinforcementcompleteasperdrawing and technical specifications.A PCC Grade M20 with pakur variety stone |
| 73 | Plain/ReinforcedCementConcreteinSubstructure-Plain/ReinforcedCementConcreteinSubstructurewithcoarseaggregatesofappropriate nominalsizeandgrading,fineaggregate(sand) conformingtoproperradingzone,bothof approvedquality, cementandwaterreducing admixtures, as necessary, including labour, cost and carriageofallmaterialsandincludingreparation ofdesignmix,approvalofthesamebythe Engineer-in-Chargeandcostforqualitycontrol, sampling,testingetc.allcompleteasperdrawing andtechnicalpecificationincludingthecostof necessary formworkandstagingcompleteasper drawing and technical specifications.APCC Grade M25(i) Height upto 5m with pakur variety stone |
| 74 | Construction of Concrete Road from Magu Ruidas House to Kenduli Ghat Under Illambazar Development Block in the District of Birbhum. |
| 75 | Clearing and Grubbing Road Land-Clearing and grubbing road land including uprooting wildvegetation,grass,bushes,shrubs,saplingsand trees of girth upto300 mm, removal of stumps of such treescutearlieranddisposalofunserviceable materialsandstackingofserviceablematerialtobe usedorauctioned,uptoaleadof1000mincluding removalanddisposaloftoporganicsoilnot exceeding150mminthicknessasperTechnical Specifications Clause 201 for Rural Roads of MORD (I)By Manual Means a) In area of non-thorny jungle |
| 76 | Dismantling of Structures-Dismantling of existing structures like culverts, bridges, retainingwallsandotherstructurecomprisingof masonry, cement concrete, steel work, including T&P andscaffoldingwherevernecessary,sortingthe dismantledmaterial,disposalofunserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technic al Specifications Clause 202 for Rural Roads of MORD. I) By manual means b) cement concrete |
| 77 | Box cutting or filling in Road embankment-Box cutting or filling in Road embankment in all sorts of soilincludingspreadingthespoilsproperlyoverthe flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller topropercamberandgradeasperdirectionand satisfactionofEngineer-in-charge includinguprooting andremovingplantsandjungleswhenandwhere necessarya) Depth upto 150mm |
| 78 | Box cutting or filling in Road embankment-Box cutting or filling in Road embankment in all sorts of soilincludingspreadingthespoilsproperlyoverthe flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller topropercamberandgradeasperdirectionand satisfactionofEngineer-in-charge includinguprooting andremovingplantsandjungleswhenandwhere necessaryb) For each additional Depth upto 150mm and part thereof. |
| 79 | Construction of Embankment with Material Obtained from Borrow Pits-Construction of embankment with approved material obtainedfromborrowpitswithaliftupto1.5m, transportingtosite,spreading,gradingtorequired slope and compacting to meet requirement of Tables 300.1and300.2withaleadupto1000masper Technical Specification Clause 301.5 for Rural Roads of MORD.(Modeofmeasurement:preworksandpost works) (i) For embankment workat OMC to meet 97% SPD |
| 80 | Construction of Embankment with Material Obtained from Borrow Pits-Construction of embankment with approved material obtainedfromborrowpitswithaliftupto1.5m, transportingtosite,spreading,gradingtorequired slope and compacting to meet requirement of Tables 300.1and300.2withaleadupto1000masper Technical Specification Clause 301.5 for Rural Roads of MORD.(Modeofmeasurement:preworksandpost works) (ii) For Subgrade workat OMC to meet 100% SPD |
| 81 | Construction of Embankment with Materials Obtained from Roadway Cutting -Construction of embankment with approved materials depositedatsitefromroadwaycuttingand excavationfromdrainandfoundationofother structuresgradedandcompactedtomeet requirement of Tables 300.1 and 300.2 as per Technical SpecificationClause301.5forRuralRoadsofMORD including carriage of material for a distance of 1 km |
| 82 | Granular Sub-base with Graded Material (Table:- 400-1)-B.By Mix in Place Method : Construction of granular sub-base by providing gradedmaterial,mixingbymixinplace methodwithRotavatoratOMC,spreadingin uniformlayerswithMotorgraderonprepared surfaceinpropergradeandcamber, compacting with vibratory roller to achieve the desireddensity,includinglighting,guarding, barricading,includingcostofallmaterials, machinery,toolsandplantsincludingcostof qualitycontrolcompleteasperClause401of SpecificationsforRoad&ridgeWorksof MoRT&H (5th Revision)...Two layer@ each layer thickness 75 mm separately to be constructed. (iii)Grading – II with pakur variety stone ( Two layers @ each layer 75 mm) |
| 83 | Filler joint -(iv)Providing and filling joint sealing compoundas per drawings and technical specifications with coarse sand and 6% bitumen by weight |
| 84 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches |
| 85 | Plain/ReinforcedCementConcrete-Plain/ReinforcedCementConcreteinOpen foundationwithorwithoutreinforcements,inany part of foundation of bridges / culverts with graded stonechipsofappropriatenominalsizes,including screening and cleaning of coarseaggregates, fine aggregate(sand)conformingtopropergrading zone,bothofapprovedqualityandcement,as necessary, cost of curing with water, including cost andcarriageofallmaterialsandincluding preparation of design mix, approval of the same by theEngineer-in-Charge,costforqualitycontrol, sampling, testing etc. including cost of formwork but excludingreinforcementcompleteasperdrawing and technical specification.E) PCC Grade-M-30Using concrete mixure with Pakur variety stone |
| 86 | For Road Safety Works:- Retro-Reflectorised Traffic Signs-Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC:67 madeofhighintensitygradesheetingvideclause 801.3, fixed over luminium sheeting, 2 mm thick with areanotexceeding0.9sqmsupportedonamild steel single angle iron post 75 x 75 x 6 mm firmly fixed tothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). ii)60 cm equilateral triangle |
| 87 | Retro-Reflectorised Traffic Signs-Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC:67 madeofhighintensitygradesheetingvideclause 801.3, fixed over luminium sheeting, 2 mm thick with areanotexceeding0.9sqmsupportedonamild steel single angle iron post 75 x 75 x 6 mm firmly fixed tothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). iii)60 cm circular |
| 88 | Retro-Reflectorised Traffic Signs-Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC:67 madeofhighintensitygradesheetingvideclause 801.3, fixed over luminium sheeting, 2 mm thick with areanotexceeding0.9sqmsupportedonamild steel single angle iron post 75 x 75 x 6 mm firmly fixed tothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).iv)60 x 60 cm square |
| 89 | R.C. Guard post-SupplyingfittingandfixingR.C.guardpost1.37m longwithC.C.1:2:4withgradedstonechipsof 13.2mmdowncasting,curingcompleteincluding costof providing4nos.of12mmdia.rodoflength 1.54masmainreinforcementand6nos.ofround shaped 8mm dia rods used as binders; the placing of thefirstbindershouldbeat75mmbelowthetop finished surface and the other 5 nos of binders should beplacedat245mmc/c;theguardpostisof octagonalsectionwith inscribedcircleofdia 24cm at the basetapering to corresponding dimensions of 16cm at the top including two coats of painting with bestqualitysyntheticenamelpaintofapproved make and grade to form 6 nos. horizontal alternate bandsinwhite/tanneryyellowandblackto90cm lengthstandingupabovegroundafter mendinggooddamagesifanyduringstrikingoff shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the sameholesandrepackingtheearthproperlysoas tokeeptheguardpostsstandingproperlyerectin correctpositiontruetolineandlengthincluding carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips |
| 90 | For Road Furniture Works:- Direction and Place Identification Signs upto 0.9 sqm Size Board-Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC:67 madeofhighintensitygradesheetingvideclause 801.3, fixed over aluminium sheeting, 2 mm thick with areanotexceeding0.9sqmsupportedonamild steel single angle iron post 75 x 75 x 6 mm firmly fixed tothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 91 | KM Post-ReinforcedcementconcreteM15gradekilometre stone of standarddesign as per IRC:8-1980, fixing in position including painting and printing etc (ii)Ordinary kilometer stone (precast) |
| 92 | Drainage Works:-Excavation for Structures-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including bailing out / pumping out water from foundation tracks and providing nominal shoring as directed. (I) Ordinary soil: upto 3m depth |
| 93 | Sand filling in foundation trenches -Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand freefromearthinlayersnotexceeding15cm. includinginundatingeachlayerbyprofusewater andpokingandramminglayerbylayercomplete includingsupplyofsand.Qualityofsandistobe approved by the Engineer-in-charge |
| 94 | Plain/ReinforcedCementConcreteinOpen foundation-Plain/ReinforcedCementConcreteinOpen foundationwithorwithoutreinforcements,inany part of foundation of bridges / culverts with graded stonechipsofappropriatenominalsizes,including screening and cleaning of coarseaggregates, fine aggregate(sand)conformingtopropergrading zone,bothofapprovedqualityandcement,as necessary, cost of curing with water, including cost andcarriageofallmaterialsandincluding preparation of design mix, approval of the same bytheEngineer-in-Charge,costforqualitycontrol, sampling, testing etc. including cost of formwork but excludingreinforcementcompleteasperdrawing and technical specifications.A PCC Grade M20 with pakur variety stone |
| 95 | Plain/ReinforcedCementConcreteinSubstructure-Plain/ReinforcedCementConcreteinSubstructurewithcoarseaggregatesofappropriate nominalsizeandgrading,fineaggregate(sand) conformingtoproperradingzone,bothof approvedquality, cementandwaterreducing admixtures, as necessary, including labour, cost and carriageofallmaterialsandincludingreparation ofdesignmix,approvalofthesamebythe Engineer-in-Chargeandcostforqualitycontrol, sampling,testingetc.allcompleteasperdrawing andtechnicalpecificationincludingthecostof necessary formworkandstagingcompleteasper drawing and technical specifications.APCC Grade M25(i) Height upto 5m with pakur variety stone |
| 96 | GST @ 18 % as applicable |
| 97 | Labour welfare Cess @ 1 % as applicable |
AI Tender Summary
Tender Timeline
Feb 28, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 28, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 28, 2023
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Mar 01, 2023
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedMar 01, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 04, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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