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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.5 L+₹22,723.46 (6.91%)Admitted-Fee/PreQual/Technical/Finance COMET ELECTRICAL ENGINEERING CO KOTTAKKAL MALAPPURAM | ₹3.5 L+₹22,723.46 (6.91%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.6 L+₹31,343.51 (9.53%)Admitted-Fee/PreQual/Technical/Finance | ₹3.6 L+₹31,343.51 (9.53%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ANSARI KUNDIL L2 | ABDU K L1 | ANVAR KARUVAKKOTTIL L3 |
|---|---|---|---|---|---|---|
| 1.00Road Improvements | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 6.75 | cum | 60 ₹405 | 57 ₹384.75 Lowest | 62.25 ₹420.19 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.14 | tonne | 85,000 ₹11,475 | 79,707 ₹10,760.45 Lowest | 87,299.52 ₹11,785.44 |
| 1.00 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 6.75 | cum | 8,000 ₹54,000 | 7,384 ₹49,842 Lowest | 8,087.29 ₹54,589.21 |
| 1.00 | OD110851/2026-2027:Surface dressing of the ground including removing vegetation and in-equalitiesnot exceeding 15
cm deep and disposal of rubbish, lead up to 50 m and lift up to1.5 m.All kinds of soil | 200.88 | sqm | 31.5 ₹6,327.72 | 29 ₹5,825.52 Lowest | 31.94 ₹6,416.11 |
| 1.00 | 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 | 20.09 | cum | 2,850 ₹57,250.8 | 2,659 ₹53,413.99 Lowest | 2,911.8 ₹58,492.24 |
| 1.01 | OD60125/2026-2027: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) | 28.58 | cum | 7,770 ₹2,22,097.68 | 7,298 ₹2,08,606.03 Lowest | 7,993.04 ₹2,28,473.06 |
Tender Value
₹3.8 L
EMD Value
₹9,533
Closing Date
18 Aug 2026, 6:55 pmClosed
AE LID EW SECTION KOTTAKKAL
AE LID EW SECTION KOTTAKKAL
Annual Plan-212/27-ELUMBILASHERY CHULIKKAD ROAD-WARD 24-Kottakkal Municipality
2026_LSGD_865083_2
AE-LID-EW-KTKL-01/26-27
Open Tender
Civil Works - Others
Item Rate
KOTTAKKAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹845
Yes
₹9,533
Yes
21 Aug 2026
11 Aug 2026
20 Aug 2026
11 Aug 2026
18 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Improvements | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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 | - | - |
| 1.002 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.003 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.004 | OD110851/2026-2027:Surface dressing of the ground including removing vegetation and in-equalitiesnot exceeding 15
cm deep and disposal of rubbish, lead up to 50 m and lift up to1.5 m.All kinds of soil | 1 | sqm | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD60125/2026-2027: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) | 1 | cum | - | - |
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