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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹22.2 LAdmitted-Finance | -25.11% | ₹22.2 L | L1 | Admitted-Finance |
| 2 | L2₹22.7 L+₹45,966.85 (2.07%)Admitted-Finance | -23.56% | ₹22.7 L+₹45,966.85 (2.07%) | L2 | Admitted-Finance |
| 3 | L3₹24.6 L+₹2.4 L (10.8%)Admitted-Finance | -16.99% | ₹24.6 L+₹2.4 L (10.8%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Document are not complete |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Document are not complete |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
9 Aug 2026, 9:00 amClosed
DCF and DFD (I) RTR Sawai Madhopur
DCF and DFD (I) RTR Sawai Madhopur
Construction of WBM Road under Range Pali Ghat
2026_FORES_581342_1
Short Term E-NIT No. 12/2026-27
Open Tender
Civil Works
Percentage
210 days
Pali Ghat
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
As per NIT
₹60,000
13 Aug 2026
3 Aug 2026
10 Aug 2026
3 Aug 2026
9 Aug 2026
3 Aug 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 | Excavating holes upto 0.5 cum including getting out theexcavated soil, then returning the soil as required in layers notexceeding 20 cm in depth, including consolidating eachdeposited layer by ramming, watering etc, disposing of surplusexcavted soil; as directed within a lead of 50 m and lift to 1.5m | - | P.Cum. | 94 | - |
| 2 | Constructionofgranularsub-basebyprovidingwellgradedmaterial,spreadinginuniformlayerswithTractorMountGraderonpreparedsurface,mixingbymixinplacemethodwithrotavatoratOMC,andcompactingwithsmoothwheelrollertoachievethedesireddensity,complete as per MoRTH Specification Clause 401For Grading III Material | - | P.Cum. | 450 | - |
| 3 | Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterboundmacadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwithsmoothwheelroller80-100kNinstagestopropergradeandcamber,applyingandbrooming,stonescreeningtofill-uptheintersticesofcoarseaggregate,wateringandcompactingtotherequireddensityGrading2asperMoRTHSpecificationClause404.usingCrusherborkenaggregate | - | P.Cum. | 1,016 | - |
| 4 | Manufacturing,layingofcementconcreteblocksofsize0.450mx0.300mx0.15mofCementConcrete(C.C.)M30gradeandspreading25mmthicksandunderneathandfillingjointswithsandonexistingW.B.M.base,asperIS15658:2006.andallmaterialsshallconformtoMoRTHSpecificationClause 602. | - | P.Sqm. | 1,055 | - |
| 5Varnishing with varnish of approved brand and manufacture : | |||||
| 5.01 | Two or more coats glue sizing with spar varnish or an under
coat of flatting varnish. | - | P.Sqm. | 86 | - |
| 5.02 | PART "B"REVER FRONT. STAIR. | - | - | - | - |
| 6 | Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) includingdressing of sides and ramming of bottoms, lift upto 1.5 m,including taking out the excavated soil and depositing andrefilling of jhiri with watering & ramming and disposal ofsurplus excavated soil as directed with in a lead of 50 meter.All kinds of soils | - | P.Cum. | 178 | - |
| 7 | Providing and laying in position cement concrete including
curing, compaction etc. complete in specified grade excluding
the cost of centering and shuttering - All work up to plinth
level.1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate
40mm nominal size). | 1 | P.Cum. | 2,956 | ₹2,953.04 |
| 8 | Random Rubble stone masonry for with hard stone in
foundation and plinth in Cement Sand mortar above 30 CM
thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). | - | P.Cum. | 2,838 | - |
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