Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Jan 2024
Closing Date16 Feb 2024
Tender Amount₹ 1,95,08,718
Costs
EMD
₹ 3,90,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvement Of Road Connectivity From Shambhu Mudi Dhobasole Shop
Description
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Contact
Tender Id
2024_DPUA_653186_7Bid Award Id
ViewTender No
e-NIT No. 28/PUP/EC/BNK of 2023-24Tender Authority
Department Of Paschimanchal Unnayan Affairs ViewPurchaser Address
-Website
http://http://www.pupwb.org/
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Documents
BOQ Items
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b) For each additional Depth of 150mm and part thereof.
12240
232560
19
... More
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
a)
6144
525926
85.6
... More
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
b) Carriage up to total lead of 1.0 km.
1624
368486
226.9
... More
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)
a)
4096
388300
94.8
... More
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) b) Carriage up to total lead of 1.0 km.
1080.38
255078
236.1
... More
Construction of Sub Base using Local Materials:
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory rollertoachievethedesireddensity,lighting,guardingandbarricadingincludingcostandcarriageofallmaterialsandmakingnecessaryearthenbundhofonemetrewideoneachsidetoprotecttheedgescompleteasperClause401ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision).
i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and morrum (in proportion of 60:40).
For Shoulder (bothside) in open area In 1st layer
424.2
734960
1732.58
... More
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grade -IIUsing Stone chips and Sand
i) 1st layer of GSB at flexible portion
i) 2nd layer of GSB at flexible portion
2142
3715149
1734.43
... More
Water Bound Macadam Base Course Providing,laying,spreading and compacting stone aggregates of specific sizes to waterbound macadam specification including spreading in uniform thickness,handpacking,rolling with vibratory roller8-10 tonnes in stage stopropergrade and camber,applying and brooming requisitetypeofscreening/bindingmaterialstofilluptheintersticesofcoarseaggregate,wateringincludinglighting,guarding,barricadingandmakingnecessaryearthenbundhofonemetrewidthoneachsideandpreparingthebedbynecessarycuttingorfilling,includingcostofallmaterialsandhireandlabourchargesofallmenandmachineryandcompactingtotherequireddensity,asperClause404ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision).
Grading -I
1st Layer of WBM I
918
2954683
3218.61
... More
Water Bound Macadam Base Course Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification includings preadingin uniform thickness,handpacking,rollingwithvibratoryroller8-10 tonnes instages to propergrade and camber,applyingand brooming requisitety peofscreening/binding materials to fillup the interstices of coarse aggregate,wateringincludinglighting,guarding,barricadingandmakingnecessaryearthenbundhofonemetrewidthoneachsideandpreparingthebedbynecessarycuttingorfilling,includingcostofallmaterialsandhireandlabourchargesofallmenandmachineryandcompactingtotherequireddensity,asperClause404ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision).Grading -II
1st Layer of WBM II
918
2977790
3243.78
... More
PrimeCoatwithBitumenEmulsionProvidingandapplyingprimercoatwithCationicBitumenEmulsionofapprovedgradeconformingtoIS:8887-1978andrequisitequantityonpreparedsurfaceofgranularbaseincludingcleaningofroadsurfaceandsprayingprimerusingMechanicalmeansincludingcostandcarriageofbitumenemulsionandallotherincidentalcostsofworkcompleteasperClause502ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision).
On for Propose carriageway
12240
401472
32.8
... More
TackCoatProvidingandapplyingtackcoatwithCationicBitumenEmulsionofapprovedgradeconformingtoIS:8887-1978onthepreparedsurfacecleanedwithHydraulicbroom,moisteningthesurfaceincludingcostandcarriageofemulsion,hirechargesofmachineryandlabour,costoffuelandlubricantsallcompleteasperClause503ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision).
On for Propose carriageway
12240
124358
10.16
... More
Open- GradedPremixSurfacingusingBituminous (ViscositygradePavingBitumen/Modifiedbitumen) Binder and Mobile Hot Mix Plant (Light Duty)
Providing,layingandrollingofOpen-gradedpremixsurfacingof20mmthicknesscomposedof13.2mm(@0.018m³perm²)and11.2mm(@0.009m³perm²)sizestoneaggregates,includingthoroughlycleaningofthesurface,screening,cleaningandpre-heatingstonechipsandfullypre-coatingthesameeitherusingviscositygradepavingbitumenorcut-backoremulsion,carryingthemixturebyanysuitablearrangements,layingthemixtureuniformlyoverthesurface,includingline,gradeandleveltoserveaswearingcourseonapreviouslypreparedbase,includingmixinginMobileHotMixPlant(LightDuty)andthoroughlyrollingwithasmoothwheeledroller8-10tonnecapacity, finishedtorequire dlevelandgrades includingthecostand carriage of stonechips and matrix, heatingthematrix, preheatingtheaggregatestorequired temperature and includingthehirecharges of MobileHotMixPlant(LightDuty) and othermachinery, payofoperators, costoffuelandlubricantsetc. completetobefollowed bysealcoatofeither TypeAorTypeBasperTechnicalSpecificationClause 508 for Rural Roads of MORD.
On for Propose carriageway
12240
1438444
117.52
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Seal coat
ProvidingandlayingPremixedSealCoat(TypeB)withapprovedqualitysand/grit@0.6m3/100m2andbitumenbinderonthoroughlycleanedblacktopsurfacecoatedwithtackcoat,includingheatingandmixingcleanedsand/grit(100%passingthrough2.36mmsieveandretainedon180micronsieve)uniformlywithbitumenbinder,layingandspreadingthemixatanuniformrateusingsuitablemeans,brushingthesurface,ifnecessary,toensureuniformity,followedbyrollingwithpowerrollerincludingthecostandcarriageofbinderandaggregates,costofheatingthebinderandaggregatesandallotherincidentalcharges,costoffuelandlubricants,includinghirechargesofmachineries,tools&plantsrequiredforconstructionandqualitycontrolcompleteasperClause511ofSpecificationsforRoad& Bridge Works of MoRT&H (5th Revision).
On for Propose 3m BT road
12240.16
481528
39.34
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CROSS DRAINAGE WORKS
-
-
-
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Excavation for Structures Earthworkinexcavation of foundation of structure sasperdrawing and technical specification, including settingout,removing,spreading or stacking of spoils withinaleadof150m.asdirectedandincludingtrimmingthesidesofthetrenches,leveling,dressingandrammingthebottom,andbackfillingwithapprovedmaterialcompleteasperdirectionofthe Engineer-in-Charge.
For face wall
100.74
10476
104
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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork &reinforcement works
PCC Grade M-15 Normal 1:2:4
9.54
49843
5224.64
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Bedding for Pipei)TypeA(ConcreteCradle)BeddingLayingconcretecradlebeddingwithM15GradeCementConcreteasperClause1105 (i) or Rural Roads of MORD
11.31
60845
5381.64
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Plain / Reinforced Cement Concrete in Sub structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.PCC Grade M-20
69.26
444670
6420.49
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Providing and Laying Reinforced Cement Concrete PipeNP3 as per design in Single Row :Providing and laying reinforced cement concretepipe NP3 with spigotsocket for culvertsonfirstclassbedding ofgranularmaterial in single row including fixing with cementmortar1:2 as perTechnicalSpecificationClause1106forRural Roads of MORD.(f) 600 mm dia
45
104887
2330.84
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PROTECTIVE WORKS
-
-
-
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150 mm and 100 mm dia 5 m long UC ballah pilling Eucalyptusbullahpilewallingusing150mmand100mmdiabullahdrivenabouttwothirdlengthofthepileintogroundandkeepingtherestonethirdlengthabovethegroundwithspacing@375mmcentretocentre,protectingthepileheadwithironringandcuttingandshapingheadsbeforeandafterdriving,keepingthepilesinline,levelandposition,fixingthreerows100mmdiaofhalfsplitbullahhorizontallyasrunner,providing2.5mlonghalfbullahtiesof100mmdia@2.0mcentretocentrefixedwith100mmdiabullahpostsdrivenabout1.5mbelowthegroundlevelcompleteasperdirectionwithalltoolsandtacklesincludingcoaltarringtheentirebullahlengthbeforedriving,includingsupplying,hoistingandplacinginpositionandplacingearthfilledcementbagsintworowsasperdrawinganddirectioncomplete.Therateisinclusiveofalllabour,materialsincludingnecessaryspikes,boltsandnutsandonecoatofcoaltarringcomplete.Diameterofthepileshouldbemeasuredat1.50mfromthethickerend.Jointsofmainpileandstaypilesconnectedwithtiesandrunnersaretobetiedwith8mmdiaM.S.nuts&bolts.OtherjointsofmainpileandrunnersaretobefixedinpositionusingM.S.spikes.(Measurementtobetakenalongthelengthofwallingafterfinishing the work). as per direction of the Engineer-in-Charge.
120
461880
3849
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DRAIN WORK
-
-
-
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Earthworkexcavationupto3.0mdepthinordinarysoilforstructuresasperdrawingandTechnicalSpecificationsClause305.1includingsettingoutconstructionofshortingandbracing,removalofstumpsandotherdeleteriousmaterialsanddisposaluptoaleadof50m,dressingofsidesandbottomandbackfillingintrencheswithexcavatedsuitablematerialincludingpumpingoutwater,lighting,barricading,protectingetc.completeasperTechnical Specification of Rural Roads.
80.75
9206
114
... More
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer completeincluding supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
9.5
4427
466.05
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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.M15 CONCRETE
14.25
74451
5224.64
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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.M15 CONCRETE
30
156739
5224.64
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ROAD SAFETY WORKS
-
-
-
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Supply fitting and fixing R.C guard post 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4no of 12mm dia M.S rods of length 1.54m as main reinforcement…………………. With gravel/Local stone chips
96
67008
698
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.(iii) 200 m stone (precast)
17
7412
436
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(ii) Ordinary kilometer stone (precast)
4
6256
1564
... More
(i) 5th kilometre stone (precast)
1
2662
2662
... More
Retro-Reflectorised Traffic Signs :- Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC :67 madeof high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision).
ii) 600mm equilateral triangle
10
26520
2652
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iii) 600mm Circular
10
35910
3591
... More
vi) 600mm X 600mm square
10
41610
4161
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Direction and Place Identification Signs upto 0.9sqm Size Board. Providing and erecting direction and placeidentificationretro-reflectorisedsignasperIRC:67madeofhighintensitygradesheetingvideclause801.3,fixedoveraluminiumsheeting,2mmthickwithareanotexceeding0.9sqmsupportedonamildsteelsingleangleironpost75x75x6mmfirmlyfixedtothegroundbymeansofproperlydesignedfoundationwithM15gradecementconcrete45x45x60cm,60cmbelowgroundlevelasperapproveddrawingandClause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
2
18106
9053
... More
Add GST @ 18%
16369120.47
2946441
0.18
... More
Add Cess @ 1%
19315562.15
193155
0.01
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