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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.0 LAdmitted-Finance DUNIYAGANJ DUNIYAGANJ PHULPUR PHULPUR ALLAHABAD UTTAR PRADESH 212402 | PRAYAGRAJ | UTTAR PRADESH | 212402 | -30.33% | ₹10.0 L | L1 | Admitted-Finance |
| 2 | L2₹10.7 LAdmitted-Finance | -25.01% | ₹10.7 L | L2 | Admitted-Finance |
| 3 | L3₹11.2 LAdmitted-Finance 0 322230 | KARAULI | RAJASTHAN | 322230 | -21.88% | ₹11.2 L | L3 | Admitted-Finance |
| 4 | L4₹11.2 LAdmitted-Finance | -21.52% | ₹11.2 L | L4 | Admitted-Finance |
| 5 | L5₹11.6 LAdmitted-Finance | -19.00% | ₹11.6 L | L5 | Admitted-Finance |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
7 Aug 2026, 6:00 pmClosed
Executive Engineer
KDA Kota
Civil Work
2026_UITKo_578976_1
NIT 12/2026-27 (2)
Open Tender
Civil Works
Percentage
120 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
1500 Secrectry KDA, 500 MD RISL
₹30,000
Yes
14 Aug 2026
29 Jul 2026
10 Aug 2026
29 Jul 2026
7 Aug 2026
29 Jul 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 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal ofsurplus excavated soil as directed with in a lead of 50 meter.
All kinds of soils | 56.25 | Cum | 178 | ₹10,012.5 |
| 2Providing 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. | |||||
| 2.1 | M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | 37.5 | Cum | 3,847 | ₹1,44,262.5 |
| 3Providing,laying,spreadingandcompactinggradedstoneaggregatetowetmixmacadamspecificationincludingpremixingthematerialwithwateratOMCinmechanicalmixer(PugMill),carriageofmixedmaterialbytippertosite,layinginuniformlayersinsub-base/basecourseonawellpreparedsub-baseandcompactingwithsmoothwheelrollerof80to100kNweighttoachievethedesireddensityincludinglighting,barricadingandmaintenanceofdiversion,etcasperTables400-12&400-13andMoRTHSpecificationClause 406. | |||||
| 3.1 | By Mechanical Means with all lead | 300 | Cum | 1,147 | ₹3,44,100 |
| 4Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006 | |||||
| 4.1 | Category „B‟ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 | 750 | sqm | 786 | ₹5,89,500 |
| 5 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). | 56.25 | Cum | 6,103 | ₹3,43,293.75 |
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