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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Finance | -14.97% | ₹2.0 L | L1 | Admitted-Finance |
Tender Value
₹2.8 L
EMD Value
₹5,640
Closing Date
20 May 2026, 6:00 pmClosed
EE PWD DIV. BARAN
EE PWD DIV. BARAN
Repair work on guarantee period road from Ardand to Piplod
2026_CEPWD_558850_5
EE PWD DIV. BARAN NITNO-02/2026-27
Open Tender
Civil Works
30 days
BARAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
500 EE PWD DIV. BARAN
₹5,640
Yes
25 May 2026
19 May 2026
22 May 2026
19 May 2026
20 May 2026
19 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Providing,laying,spreadingandcompactinggradedstoneaggregatetowetmixmacadamspecificationincludingpremixingthematerialwithwateratOMCinmechanicalmixer(PugMill),carriageofmixedmaterialbytippertosite,layinginuniformlayersinsub-base/basecourseonawellpreparedsub-baseandcompactingwithsmoothwheelrollerof80to100kNweighttoachievethedesireddensityincludinglighting,barricadingandmaintenanceofdiversion,etcasperTables400-12&400-13andMoRTHSpecificationClause 406 By Mechanical Means with a lead of 1 Km. | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranularbase(WBM/WMM)usingtruckmountedsprayerincludingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0kg/sqmusingmechanicalmeansasperMoRTHSpecification Clause 502 | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1)usingemulsiondistributorattherateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleanedwithHydraulic broom as per MoRTH Specification Clause 503. | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 4 | ProvidingandlayingbituminousmacadamwithDrumtypehotmixplantusingcrushedaggregatesofgradingasperTable500-7premixedwithbituminousbinder,transportedtositewithallleadslaidoverapreviouslypreparedsurfacewithpaverfinishertotherequiredgrade,levelandalignmentandrolledtoachievethedesiredcompactionasperMoRTHSpecification Clause 504. | 1 | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 5 | 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) | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 6 | Providingandlayingsealcoatsealingthevoidsinabituminoussurfacelaidtothespecifiedlevels,gradeandcrossfallusingTypeA,TypeBandTypeC as per MoRTH Specification Clause 511 By Mechanical Means Case - II : Type B Bitumen (VG-30) | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
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BOQ_997982.xls
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