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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-Finance KERALA KL | KANNUR | KERALA | 670001 | ₹4.2 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹4.7 L+₹42,393.50 (10.0%)Rejected-Finance KANNUR | KERALA | 670612 | ₹4.7 L+₹42,393.50 (10.0%) | L2 | Rejected-Finance lowest |
| Sl No | Description | Qty | Unit | VARGHEESE N.J. L1 | ISMAIL P L2 |
|---|---|---|---|---|---|
| 1.00Culvert- LF Chirakkalpadam road | |||||
| 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. | 38.06 | cum | 65.78 ₹2,503.85 Lowest | 72.36 ₹2,754.31 |
| 1.00 | OD476964/2025-2026:( OD from Mord 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 2.75 | cum | 7,950.03 ₹21,846.68 Lowest | 8,745.03 ₹24,031.34 |
| 1.00 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 18.34 | cum | 8,080.08 ₹1,48,156.35 Lowest | 8,888.09 ₹1,62,972.02 |
| 1.00 | 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 For height upto 5 m III. R.C.C grade M 20 | 0.84 | cum | 9,605.33 ₹8,068.48 Lowest | 10,565.86 ₹8,875.32 |
| 1.00 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | 3.15 | cum | 10,974.23 ₹34,568.82 Lowest | 12,071.65 ₹38,025.7 |
| 1.01 | 13.1.1.3:Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 . 1. R.C.C grade M20 (iii) For design mix RCC M20 | 0.68 | cum | 10,280.3 ₹6,939.2 Lowest | 11,308.33 ₹7,633.12 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | 92,253.53 ₹92,253.53 Lowest | 1,01,478.88 ₹1,01,478.88 |
| 1.01 | OD477000/2025-2026:[OD From MORD 75.8.1] Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4
course aggregate) for substructure as per drawings and technical specifications Clause 802, 803,
1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size
of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | 3.6 | cum | 8,446.62 ₹30,407.83 Lowest | 9,291.28 ₹33,448.61 |
| 1.01 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 4.13 | sqm | 293.75 ₹1,213.19 Lowest | 323.13 ₹1,334.53 |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
13 Aug 2026, 3:00 pmClosed
ASSISTANTENGINEER
AE/LIDEW KARUVARAKUNDUGP
Annual Plan-Karuvarakundu GP 2025-26 282/26 LF Chirakkalpadam Road Renovation-Pro No 282/26
2026_LSGD_864384_3
ET1/27/AE/LIDEW/KKD
Open Tender
Civil Works - Roads
Item Rate
180 days
KARUVARAKUNDU
Please refer Tender documents
9 documents required · 9 mandatory
₹935
₹10,586
19 Sept 2026
6 Aug 2026
14 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Culvert- LF Chirakkalpadam road | |||||
| 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 | OD476964/2025-2026:( OD from Mord 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.004 | 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 For height upto 5 m III. R.C.C grade M 20 | 1 | cum | - | - |
| 1.005 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | 1 | cum | - | - |
| 1.006 | 13.1.1.3:Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 . 1. R.C.C grade M20 (iii) For design mix RCC M20 | - | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.008 | OD477000/2025-2026:[OD From MORD 75.8.1] Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4
course aggregate) for substructure as per drawings and technical specifications Clause 802, 803,
1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size
of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.009 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 1 | sqm | - | - |
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