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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-Finance | ₹11.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹12.2 LRejected-Finance BALAL VILLAGE PO VELLARIKUNDU | KERALA | ₹12.2 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | ANJITH K THOMAS L2 | G S RAJEEV L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONSTRUCTION AND TARRING | |||||
| 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. | 156.16 | cum | 63.43 ₹9,905.23 | 61.44 ₹9,594.47 |
| 1.00 | 11.4.1.2: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 (ii) Nominal mix 1:3.6 (Hand mixing) | 0.6 | cum | 8,467.16 ₹5,080.30 | 8,180.39 ₹4,908.23 |
| 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 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 4.8 | cum | 8,402.86 ₹40,333.73 | 8,118.27 ₹38,967.70 |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 123.75 | cum | 14.54 ₹1,799.33 | 14.09 ₹1,743.64 |
| 1.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel | 38.25 | cum | 2,251.61 ₹86,124.08 | 2,180.99 ₹83,422.87 |
| 1.01 | 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) | 123.75 | cum | 8,637.13 ₹10.7 L | 8,366.31 ₹10.4 L |
| 2.00NAME BOARD | |||||
| 2.00 | OD365943/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
(Modified 50.6.7.1) | 0.29 | cum | 5,526.38 ₹1,591.60 | 5,317.47 ₹1,531.43 |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1.12 | sqm | 333.93 ₹374 | 323.47 ₹362.29 |
Tender Value
₹12.7 L
EMD Value
₹31,746
Closing Date
15 May 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
ROAD CONSTRUCTION
2026_LSGD_838854_3
228/25-26
Open Tender
Civil Works - Roads
270 days
BALAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,746
Yes
30 May 2026
7 May 2026
18 May 2026
7 May 2026
15 May 2026
7 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1ROAD CONSTRUCTION AND TARRING | ||||||
| 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. | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 11.4.1.2: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 (ii) Nominal mix 1:3.6 (Hand mixing) | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 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 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 2NAME BOARD | ||||||
| 2.001 | OD365943/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
(Modified 50.6.7.1) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 2.002 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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