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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance ARUNODAYAM HOUSE KAYANNA BUSS P O PERAMBRA VIA 673525 KOZHIKODE DISTRICT KOYILANDI TALUK KAYA VILLAGE | KOZHIKODE | KERALA | 673525 | -18.72% | ₹3.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.9 L+₹49,176.92 (14.3%)Admitted-Fee/PreQual/Technical/Finance GAFOOR P | -7.10% | ₹3.9 L+₹49,176.92 (14.3%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.1 L+₹69,914.17 (20.3%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | WAYANAD | KERALA | 670644 | -2.20% | ₹4.1 L+₹69,914.17 (20.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹4.2 L
EMD Value
₹10,580
Closing Date
24 Aug 2026, 6:00 pmClosed
Assistant engineer
Assistant engineer office naduvannur
road
2026_LSGD_865643_1
01/AE/LSGD/NDR/26-27
Open Tender
Civil Works - Roads
Percentage
180 days
Naduvannur GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,580
Yes
31 Aug 2026
17 Aug 2026
29 Aug 2026
17 Aug 2026
24 Aug 2026
17 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 |
|---|---|---|---|---|---|
| 1Retarring and Allied works | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | 65.78 | - |
| 1.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | 8,268.01 | ₹8,259.74 |
| 1.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1 | cum | 8,080.08 | ₹8,072 |
| 1.004 | OD479731/2025-2026:DRYRUBBLEMASONRYDryrubblewithoutconcrete levellingcoursemasonry withgood qualityblastedrubbleincludingpackingtocompactnesstolinesandlevelscostandconveyance ofallmaterialslabourchargesetc.completeasperdirectionofDepartmentalofficersatsite | 1 | cum | 3,821.24 | ₹3,817.42 |
| 1.005 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | - | cum | 9,605.33 | - |
| 1.006 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | 92,702.51 | - |
| 1.007 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | 8,775.72 | ₹8,766.94 |
| 1.008 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | 3,077.04 | - |
| 1.009 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | 8,784.48 | - |
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