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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | ₹2.8 L | L1 | Accepted-AOC LOWEST BID |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical UNNIKULAM GRAMAPANCHAYATH | THRISSUR | KERALA | 680667 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | K.K. ABU KANDAMKULANGARA L3 | UnniKulam Labour Contract Co operative Society Ltd No D3338 L2 | RASAL SALEEM L1 |
|---|---|---|---|---|---|---|
| 1.00Road concreting | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 6 | cum | 399.43 ₹2,396.58 | 330 ₹1,980 Lowest | 337.1 ₹2,022.6 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 12 | cum | 591.9 ₹7,102.8 | 500 ₹6,000 | 499.5 ₹5,994 Lowest |
| 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. | 21 | cum | 14.58 ₹306.18 | 10 ₹210 Lowest | 12.3 ₹258.3 |
| 1.00 | 4.11.2: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. (ii) Using Gravel mix soil. | 21 | cum | 2,249.05 ₹47,230.05 | 2,900 ₹60,900 | 1,897.8 ₹39,853.8 Lowest |
| 1.00 | 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) | 31.5 | cum | 8,652.71 ₹2,72,560.37 | 8,000 ₹2,52,000 | 7,301.3 ₹2,29,990.95 Lowest |
| 1.01 | OD453083/2025-2026:providing and fixing Name board in granite slab | 1 | 1 nos | 4,171.47 ₹4,171.47 | 3,500 ₹3,500 Lowest | 3,520 ₹3,520 |
Tender Value
₹3.4 L
EMD Value
₹8,471
Closing Date
24 Jun 2026, 4:00 pmClosed
BLOCK DEVELOPMENT OFFICER
BLOCK DEVELOPMENT OFFICE BALUSSERY
MP-LADS-2025-26 - Sri.M.K.Raghavan, Hon.MP (18th LS) - Construction of Raroth Raroth Meethal Road, Ward 19, (20 New), Ulliyeri GP
2026_CRD_853531_5
4297155-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Ulliyeri
Please refer Tender documents.
10 documents required · 10 mandatory
₹750
Yes
₹8,471
Yes
22 Sept 2026
17 Jun 2026
27 Jun 2026
17 Jun 2026
24 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concreting | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.002 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 4.11.2: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. (ii) Using Gravel mix soil. | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD453083/2025-2026:providing and fixing Name board in granite slab | - | 1 nos | - | - |
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