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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | -18.94% | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹4.9 L (4.60%)Admitted-Finance | -15.21% | ₹1.1 Cr+₹4.9 L (4.60%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹6.5 L (6.11%)Admitted-Finance | -13.99% | ₹1.1 Cr+₹6.5 L (6.11%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹9.1 L (8.55%)Admitted-Finance | -12.01% | ₹1.2 Cr+₹9.1 L (8.55%) | L4 | Admitted-Finance |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
5 Jun 2026, 6:00 pmClosed
SE PWD CIRCLE DHOLPUR
SE PWD CIRCLE DHOLPUR
Permanent Restoration work Bari Mahuakhera Road Via Aligarh Badretha Kherli Laloni under division Bari District Dholpur
2026_CEPWD_560807_1
01 /2026-27dholpur
Open Tender
Civil Works
Percentage
180 days
BARI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
E GRASS
₹2.6 L
Yes
SE PWD CIRCLE DHOLPUR
12 Jun 2026
20 May 2026
8 Jun 2026
20 May 2026
5 Jun 2026
20 May 2026
25 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201.By Manual Means | - | Hect | 6,700 | - |
| 1.02 | 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 50 m as per MoRTH Specification Clause 305.3 | 10,462.5 | Cum | 44 | ₹4,60,350 |
| 1.03 | Constructionofgranularsub-basebyprovidingwellgradedmaterial,spreadinginuniformlayerswithTractorMountGraderonpreparedsurface,mixingbymixinplacemethodwithrotavatoratOMC,andcompactingwithsmoothwheelrollertoachievethedesireddensity,complete as per MoRTH Specification Clause 401. ForAllRajasthanexceptBikaner,Churu,HanumangarhandSriGanganagar.For Grading III Material | 1,622.38 | Cum | 407 | ₹6,60,308.66 |
| 1.04 | Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterboundmacadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwithsmoothwheelroller80-100kNinstagestopropergradeandcamber,applyingandbrooming,stonescreening&bindingmaterialstofill-uptheintersticesofcoarseaggregate,wateringandcompactingtotherequired density grading 2 as per MoRTH Specification Clause 404.ForAllRajasthanexceptBikaner,Churu,HanumangarhandSriGanganagar Using Crusher Broken Aggregate By Manual Means | 951.71 | Cum | 1,109 | ₹10,55,446.39 |
| 1.05 | Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranularbase(WBM/WMM)usingtruckmountedsprayerincludingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0kg/sqmusingmechanicalmeansasperMoRTHSpecification Clause 502 | 13,750 | Cum | 28 | ₹3,85,000 |
| 1.06 | Providing and applying tack coat with Bitumene mulsion (RS-1) using emulsion distributor attherateof 0.20 to0.30 kg per sqmon the prepared bituminouss urface cleaned with Hydrauli cbroomasper MoRTH Specification Clause 503. | 11,825 | Cum | 8.75 | ₹1,03,468.75 |
| 1.07 | ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1)usingemulsiondistributorattherateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleanedwithHydraulic broom as per MoRTH Specification Clause 503. | 13,750 | Sqm | 10 | ₹1,37,500 |
| 1.08 | Providing and laying bituminous ma cadam with Drumty pehot mix plantusing crushedaggregates of grading as per Table 500-7 premixed with bituminous binder, tran sport edto site with alllea dslaidover apreviou slypreparedsur face with paver finishert other equired grade,level and alignmentand rolledtoa chieve the desired compaction as per MoRTHS pecification Clause 504..Bitumen (VG-30) | 687.5 | Sqm | 6,100 | ₹41,93,750 |
| 1.09 | Providing,layingandrollingofopen-gradedpremixcarpetof20mmthickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity gradebitumenoremulsiontorequiredline,gradeandleveltoserveaswearingcourseonapreviouslypreparedbase,includingmixinginasuitableplant,layingandrollingwithathreewheel80-100kNstaticrollercapacity,finishedtorequiredlevelandgradestobefollowedbysealcoatofeitherType A or Type B or Type C as per MoRTH Specification Clause 510.Case - II By Mechanical Means Bitumen (VG-30) | 25,575 | Sqm | 124 | ₹31,71,300 |
| 1.1 | Providingandlayingsealcoatsealingthevoidsinabituminoussurfacelaidtothespecifiedlevels,gradeandcrossfallusingTypeA,TypeBandTypeC as per MoRTH Specification Clause 511By Mechanical MeansCase - II : Type B Bitumen (VG-30) | 25,575 | Sqm | 38 | ₹9,71,850 |
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