Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Mar 2024
Closing Date2 Apr 2024
Tender Amount₹ 2,37,43,203
Costs
EMD
₹ 4,75,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvement Of Road Connectivity Form Balarampur Dhadki Danga
Description
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Contact
Tender Id
2024_DPUA_684340_1Bid Award Id
ViewTender No
2nd CALL of e-NIT No. 25/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
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.
11475
218025
19
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)
5760
493056
85.6
b) Carriage up to total lead of 1.0 km.
1522.5
345455
226.9
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)
3840
364032
94.8
b) Carriage up to total lead of 1.0 km.
1012.86
239136
236.1
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
204.53
354355
1732.58
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 at flexible portion
2008.13
3657438
1821.32
Water Bound Macadam Base Course Providing ,laying,spreading and compacting stone aggregates of specificsizes to water bound macadam specification includings preading in uniform thickness,handpacking,rolling with vibratory roller8-10 tonnes instages to proper gradeand camber,applying and brooming requisitetypeofscreening/binding materials to fill up the intersticesofcoarse aggregate,watering includin glighting,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 for Road & Bridge Works of MoRT&H(5thRevision). Grading -I
1st Layer of WBM I
602.44
2081134
3454.52
WaterBoundMacadamBaseCourseProviding,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,handpacking,rollingwithvibratoryroller8-10 tonnes in stages to proper grade and camber,applying and brooming requisite type of screening/binding materials to fillup the interstices of coarseaggregate,wateringincludinglighting,guarding,barricadingandmakingnecessaryearthenbundhofonemetrewidthoneachsideandpreparingthebedbynecessarycuttingorfilling,includingcostofallmaterialsandhireandlabourchargesofallmenandmachineryandcompactingtotherequireddensity,asperClause404ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision).Grading -II
1st Layer of WBM II
602.44
2096303
3479.7
Prime Coat with Bitumen Emulsion Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS:8887-1978 and requisite quantity on prepared surface of granularbase including cleaning of roadsurface and spraying primerusing Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete asperClause502 of SpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision).
On for Propose carriageway
8032.5
264349
32.91
Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming toIS:8887-1978on the prepared surface cleaned with Hydraulic broom, moistening the surface including costand carriage of emulsion,hire charges of machinery and labour, cost of fuel and lubricant sall complete asper Clause503 of Specifications for Road&Bridge Works of MoRT&H(5thRevision).
On for Propose carriageway
8032.5
81851
10.19
Open-Graded Premix SurfacingusingBituminous(ViscositygradePavingBitumen/Modifiedbitumen)Binder and Mobile Hot Mix Plant (Light Duty)
Providing, layingandrolling of Open-graded premix surfacing of 20mm thickness composed of 13.2mm (@0.018m³perm²) and 11.2mm (@0.009m³perm²) size stone aggregates,including thoroughly cleaning of the surface,screening,cleaningandpre-heatingstonechipsandfullypre-coating the same either using viscosity gradepaving bitumen or cut-back or emulsion,carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface,including line,grade and leveltoserve as wearingcourseonapreviouslypreparedbase,includingmixinginMobileHotMixPlant(LightDuty)andthoroughlyrollingwithasmoothwheeledroller8-10ton necapacity, finishedtorequiredlevelandgradesincludingthecostandcarriageofstonechipsandmatrix,heatingthematrix,preheatingtheaggregatestorequiredtemperatureandincludingthehirechargesofMobileHotMixPlant(LightDuty)andothermachinery,payofoperators,costoffuelandlubricantsetc.completetobefollowedbysealcoatofeitherTypeAorTypeBasperTechnicalSpecificationClause508for Rural Roads of MORD.
On for Propose carriageway
8032.5
980928
122.12
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&BridgeWorksof MoRT&H (5th Revision).
On for Propose carriageway
8032.5
324593
40.41
Cement Concrete Pavement
Plain/ReinforcedCementConcreteinOpenfoundationwithorwithoutreinforcements,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 3m width CC road
688.5
4605909
6689.81
supplying and laying polythene sheet on foundation trenches etc ( below CC Road )
3442.5
82620
24
CROSS DRAINAGE WORKS
-
-
-
Excavation for Structures Earthworkinexcavationoffoundationofstructuresasperdrawingandtechnicalspecification,includingsettingout,removing,spreadingorstackingofspoilswithinaleadof150m.asdirectedandincludingtrimmingthesidesofthetrenches,leveling,dressingandrammingthebottom,andbackfillingwithapprovedmaterialcompleteasperdirectionofthe Engineer-in-Charge.
For face wall
67.16
6984
104
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
6.36
34160
5371.07
Bedding for Pipei)TypeA(ConcreteCradle)BeddingLayingconcretecradlebeddingwithM15GradeCementConcreteasperClause1105 (i) or Rural Roads of MORD
7.54
41667
5528.07
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
a. head of Face Wall
b. Face wall
e. Deduct for opening face
46.17
303207
6566.92
ProvidingandLayingReinforcedCementConcretePipeNP3 as per design in Single Row :ProvidingandlayingreinforcedcementconcretepipeNP3withspigotsocketforculvertsonfirstclassbeddingofgranularmaterialinsinglerowincludingfixingwithcementmortar1:2asperTechnicalSpecificationClause1106forRural Roads of MORD.(f) 600 mm dia
30
75583
2519.44
PROTECTIVE WORKS
-
-
-
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
2781
114
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 complete including supply of sand. Quality of sand is to be approved by the Engineer -in -charge.
11.25
5243
466.05
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 )
355.72
2424696
6816.26
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
472415
55578.26
ROAD SAFETY WORKS
-
-
-
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
90
62820
698
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)
16
6976
436
(ii) Ordinary kilometer stone (precast)
4
6256
1564
(i) 5th kilometre stone (precast)
1
2662
2662
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
9
23868
2652
iii) 600mm Circular
9
32319
3591
vi) 600mm X 600mm square
9
37449
4161
Direction and Place Identification Signs upto0.9 sqm Size Board. Providing and erectingdirection and place identificationretro-reflectorisedsign as per IRC:67 madeofhighintensitygrade sheeting vide clause801.3,fixedoveraluminiumsheeting,2mmthickwithareanotexceeding0.9sqmsupportedonamildsteelsingleangleironpost75x75x6mmfirmlyfixedtothegroundbymeansofproperlydesignedfoundationwithM15gradecementconcrete45x45x60cm,60cmbelowgroundlevelasperapproveddrawingandClause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
2
18106
9053
Add GST @18%
19922136.85
3585984
0.18
Add Cess @1%
23508121.48
235081
0.01
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