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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.9 LAccepted-Finance | 1 | Accepted-Finance BEING L1 BIDDER | |
| 2 | 2₹7.0 L+₹5,896.42 (0.85%)Accepted-Finance | 2 | Accepted-Finance BEING L2 BIDDER | |
| 3 | 3₹7.2 L+₹26,256.20 (3.78%)Accepted-Finance | 3 | Accepted-Finance BEING L3 BIDDER | |
| 4 | 4₹7.3 L+₹34,950.65 (5.04%)Accepted-Finance NARIKULAM HOUSE KANJOOR KANJOOR ERNAKULAM DISTRICT | KANJOOR | ERNAKULAM | KERALA | 4 | Accepted-Finance BEING L4 BIDDER |
| Sl No | Description | Qty | Unit | DAISY JOSE L4 | T.V POULOSE L3 | K. P. SIBY L1 | WILSON THOMAS L2 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix A | |||||||
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 25.35 | cum | 2,146.94 ₹54,431.37 | 2,000 ₹50,706 Lowest | 2,044 ₹51,821.53 | 2,061.37 ₹52,261.91 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 102.6 | cum | 219.76 ₹22,547.38 | 210 ₹21,546 | 209.22 ₹21,465.97 Lowest | 211 ₹21,648.6 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 24.62 | cum | 6,766.76 ₹1,66,624.7 | 7,000 ₹1,72,368 | 6,442.29 ₹1,58,634.95 Lowest | 6,497.04 ₹1,59,983.11 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 35.4 | cum | 7,878.28 ₹2,78,867.48 | 8,000 ₹2,83,176 | 7,500.52 ₹2,65,495.91 Lowest | 7,564.26 ₹2,67,752.11 |
| 2.00Appendix B | |||||||
| 2.00 | OD48108/2025-2026:Granular Sub - base with Well Graded Material ( Table 400.1) (A) By Mix in Place Method Construction of granular sub - base by providing well graded material , spreading in uniform layers on prepared surface , mixing by mix in place method and manual compaction to achieve the desired density , complete as per Technical Specifications Clause 401.
(1) For Grading I Material | 76.95 | cum | 2,682.19 ₹2,06,394.52 | 2,500 ₹1,92,375 Lowest | 2,553.56 ₹1,96,496.44 | 2,575.25 ₹1,98,165.49 |
Tender Value
₹8.5 L
EMD Value
₹21,362
Closing Date
2 Nov 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer
Office of the Assistant Executive Engineer MI SUBDIVISION ALUVA
Rectification work Re concreting
2026_Irrig_882678_1
IRR/IA/TR/309/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
KALADY
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,885
Yes
₹21,362
Yes
4 Nov 2026
27 Oct 2026
3 Nov 2026
27 Oct 2026
2 Nov 2026
27 Oct 2026
27 Oct 2026 - 2 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 25.35 | cum | - | - |
| 1.002 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 102.6 | cum | - | - |
| 1.003 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 24.62 | cum | - | - |
| 1.004 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 35.4 | cum | - | - |
| 2Appendix B | |||||
| 2.001 | OD48108/2025-2026:Granular Sub - base with Well Graded Material ( Table 400.1) (A) By Mix in Place Method Construction of granular sub - base by providing well graded material , spreading in uniform layers on prepared surface , mixing by mix in place method and manual compaction to achieve the desired density , complete as per Technical Specifications Clause 401.
(1) For Grading I Material | 76.95 | cum | - | - |
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