Department Of Paschimanchal Unnayan Affairs Tender

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Department Of Paschimanchal Unnayan Affairs - DPUA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date24 Jan 2024
Closing Date23 Feb 2024
Tender Amount₹ 2,19,95,276 
Notes
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Costs

Summary

Improvement Of Road Connectivity Form Sakha Canal To Tarki Khal

Description

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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. b) For each additional Depth of 150mm and part thereof.

10251

194769

19

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Construction of Embankment with Material Obtained from Borrow PitsConstruction 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)

5143.33

440269

85.6

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Construction of Embankment with Material Obtained from Borrow PitsConstruction 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.

1360.86

308778

226.9

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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)

3430.4

325201

94.8

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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.

904.82

213628

236.1

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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

249.22

431790

1732.58

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Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control 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 i) 2nd layer of GSB

1793.93

3143476

1752.29

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Water Bound Macadam Base Course Providing,laying,spreading and compacting stone aggregates of specific sizes to waterbound macadam specification including spreading inuniformthickness,handpacking,rollingwithvibratoryroller8-10 tonnes instages to proper grade and camber,applying and brooming requisitetype of screening/binding materials tofillup the interstices of coarse aggregate,watering including lighting,guarding,barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling,includingcost of all materials and hire and labour charges of all men and machinery and compacting to the requireddensity ,asperClause 404 of Specificationsfor Road& BridgeWorks of MoRT&H(5thRevision).Grading -I 1st Layer of WBM I

539.33

1759100

3261.67

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Water Bound Macadam Base Course Providing,laying,spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading inuniformthickness,handpacking,rollingwithvibratoryroller8-10 tonnes instages to proper gradeandcamber,applying and brooming requisite type of screening/binding materials to fillup the interstices of coarse aggregate,watering including lighting,guarding,barricading and making necessary earthen bundhofonemetre width on each side and preparing the bed by necessary cutting or filling,including cost of all materials and hire and labour charges of all men and machinery and compacting to there quireddensity,as per Clause404 of Specifications forRoad&Bridge Works of MoRT&H(5thRevision).Grading -II 1st Layer of WBM II

539.33

1772680

3286.85

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Prime Coatwith Bitumen Emulsion Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming toIS:8887-1978 and requisitequantity on prepared surface of granular base including cleaning of road surface and spraying primerusing Mechanical means including cost and carriage of bitumen emulsionandallotherincidental costs of work complete as per Clause502 of Specificationsfor Road&Bridge Works of MoRT&H(5thRevision). On for Propose carriageway

7191

236224

32.85

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Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsionofapproved grade conformingtoIS:8887-1978 on the prepared surface cleaned with Hydraulic broom,moisteningthe surface including costand carriageofemulsion, hirechargesofmachineryandlabour, costoffuelandlubricants allcomplete as perClause503 of SpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision). On for Propose carriageway

7191

73132

10.17

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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-coatingthesameeitherusingviscositygradepaving bitumen or cut-back or emulsion, carrying the mixture byanysuitablearrangements,layingthemixtureuniformlyoverthesurface,includingline,gradeandleveltoserveaswearingcourseonapreviouslypreparedbase,includingmixinginMobileHotMixPlant(LightDuty)andthoroughlyrollingwithasmoothwheeledroller8-10tonnecapacity,finishedtorequiredlevelandgradesincludingthecostandcarriageofstonechipsandmatrix,heatingthematrix,preheatingtheaggregatestorequiredtemperatureandincludingthehirechargesofMobileHotMixPlant(LightDuty)andothermachinery,payofoperators,costoffuelandlubricantsetc.completetobefollowedbysealcoatofeitherTypeAorTypeBasperTechnicalSpecificationClause 508 for Rural Roads of MORD. On for Propose carriageway

7191

853284

118.66

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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

7191

285338

39.68

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Plain / Reinforced Cement Concrete in Open foundation with orwithoutreinforcements,inanypartoffoundationofbridges/culvertswithgradedstonechipsofappropriatenominalsizes,includingscreeningandcleaningofcoarseaggregates,fineaggregate(sand)conformingtopropergradingzone,bothofapprovedqualityandcement,asnecessary,costofcuringwithwater,includingcostandcarriageofallmaterialsandincludingpreparationofdesignmix,approvalofthesamebytheEngineer-in-Charge,costforqualitycontrol,sampling,testingetc.includingcostofformworkbutexcludingreinforcementcompleteasperdrawing and technical specifications.(e) M-30 Grade: (i) Using concrete mixer For 3.75m width CC road

612

4020886

6570.11

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SupplyandlayingPolythenesheet(150gm/sqm)overdampproofcourseorbelowflooringofrooftracingorinfoundationor in foundation trenches.

3060

73440

24

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CROSS DRAINAGE WORKS

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Excavation for Structures Earthworkinexcavationoffoundationofstructuresasperdrawingandtechnicalspecification,includingsettingout,removing,spreadingorstackingofspoilswithinaleadof150m.asdirectedandincludingtrimmingthesidesofthetrenches,leveling,dressingandrammingthebottom,andbackfillingwithapprovedmaterialcompleteasperdirectionofthe Engineer-in-Charge.

132.91

13822

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

12.72

66797

5251.37

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Bedding for Pipei)TypeA(ConcreteCradle)BeddingLayingconcretecradlebeddingwithM15GradeCementConcreteasperClause1105 (i) or Rural Roads of MORD

15.1

81666

5408.37

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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

92.34

595362

6447.22

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ProvidingandLayingReinforcedCementConcretePipeNP3 as per design in Single Row :ProvidingandlayingreinforcedcementconcretepipeNP3withspigotsocketforculvertsonfirstclassbeddingofgranularmaterialinsinglerowincludingfixingwithcementmortar1:2asperTechnicalSpecificationClause1106forRural Roads of MORD.(f) 600 mm dia

60

149462

2491.04

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Excavation for Structures Earthworkinexcavationoffoundationofstructuresasperdrawingandtechnicalspecification,includingsettingout,removing,spreadingorstackingofspoilswithinaleadof150m.asdirectedandincludingtrimmingthesidesofthetrenches,leveling,dressingandrammingthebottom,andbackfillingwithapprovedmaterial complete as per direction of the Engineer-in-Charge. Abutment and Footing

36

3744

104

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Sandfillinginfoundationtrenchesandatthebackofabutments,wing-wallsetc.withgoodlocalsandfreefromearthinlayersnotexceeding15cm.includinginundatingeachlayerbyprofusewaterand poking and ramming layer by layer complete includingsupplyofsand.QualityofsandistobeapprovedbytheEngineer-in-charge. for foundation

22.5

10486

466.05

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ProvidingandlayingDesignMixconcreteforplain/reinforcedconcreteworkinanypartofbridge(excludingbottomplugging)withcoarseaggregatesofappropriatenominalsizeandgrading,fineaggregate(sand)conformingtopropergradingzone,bothofapprovedqualityandcement,asnecessary,includinglabour,costandcarriageofallmaterialsandincludingpreparationofdesignmix,approvalofthesamebytheEngineer-in-Chargeandcostforqualitycontrol, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.PCC Grade M-15 for foundation

4.5

23631

5251.37

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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. Abutment , for wing wall, Parapet Wall.

15.9

102510

6447.22

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Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and 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.RCC Grade M-25 (As per Mix Design ) Deck Slab

5.63

40702

7234.73

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Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite 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 placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications.

0.88

49821

56409.89

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.3 of Specification of rural Roads including curing complete. as per direction of EIC.

20

2300

115

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PROTECTIVE WORKS

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-

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Earthwork in excavation of foundation of structures as per drawing and technical specifications Clause 305.1 including setting out,removing,spreading or stacking of spoils within a lead of 150 m as directed and including trimming the sides of the trenches,levelling,dressing and ramming the bottom and backfilling with approved material complete as per direction of the Engineer-in-charge (I) Ordinary Soil (a) Upto 3 m depth

24.4

2537

104

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Providing plain/reinforced cement concrete in open foundation with or without reinforcements in any part of foundation with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregates(sand) conforming to proper grading zone, both of approved quality and cement as necessary, mixing in concrete mixer of suitable capacity and cost of curing with water, including preparation of design mix approved of the same by the Engineer in charge , cost for quality control, sampling, testing etc. including cost of form work but excluding reinforcement complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural RoadsP.C.C. grade M 15 Nominal mix 1:2.5:5 Using 275 kg cement, 0.48 cum coarse sand, 0.48 cum 37.50mm stone aggregate, 0.24 cum 22.40 mm stone aggregate and 0.08 cum 11.20 mm stone aggregate and add 4% for form work.

11.3

5266

466.05

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Providing plain/reinforced cement concrete in open foundation with or without reinforcements in any part of foundation with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregates(sand) conforming to proper grading zone, both of approved quality and cement as necessary, mixing in concrete mixer of suitable capacity and cost of curing with water, including preparation of design mix approved of the same by the Engineer in charge , cost for quality control, sampling, testing etc. including cost of form work but excluding reinforcement complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads RCC Grade M-25 (As per Mix Design )

354.59

2374557

6696.56

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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure including cost of steel materials and carriage etc. complete as per drawings and technical specification Clauses 1002, 1005, 1010 and 1202 of specification of Rural Roads.as per direction of EIC.

8.5

471681

55491.89

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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

80

55840

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)

14

6104

436

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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.(ii) Ordinary kilometer stone (precast)

4

6256

1564

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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.(i) 5th kilometre stone (precast)

1

2662

2662

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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

8

21216

2652

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iii) 600mm Circular

8

28728

3591

... More
vi) 600mm X 600mm square

8

33288

4161

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Direction and PlaceIdentification Signsupto0.9 sqm Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of highintensitygradesheeting vide clause 801.3,fixedoveraluminium sheeting,2 mm thick with area not exceeding 0.9sqm supportedonamildsteelsingleangleironpost75x75x6mm firmly fixed to the ground by means of properly designed foundationwith M15grade cementconcrete 45x45x60cm , 60cmbelowgroundlevelasperapproveddrawingandClause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

2

18106

9053

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Add GST @ 18%

18455509.68

3321991

0.18

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Add Cess @ 1%

21777501.42

217775

0.01



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