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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.6 L+₹1,098.96 (0.24%)Admitted-Fee/PreQual/Technical/Finance KUPPOL PERINGOME PO 670353 | PERINGOME | KANNUR | KERALA | 670353 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.8 L+₹27,455.92 (6.03%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹5.1 L+₹53,385.15 (11.7%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹5.3 L+₹78,807.79 (17.3%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PRATHIEW BABU K V L4 | MOHANAN P L2 | K AKHILESH L3 | GOVINDANKUTTY. K L5 | P.RAVEENDRAN L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Re -tarring | ||||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 90 | cum | 64.04 ₹5,763.6 | 57 ₹5,130 Lowest | 60.77 ₹5,469.3 | 67.24 ₹6,051.6 | 57.32 ₹5,158.8 |
| 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. | 30 | cum | 2,319.8 ₹69,594 | 2,087 ₹62,610 | 2,201.5 ₹66,045 | 2,435.79 ₹73,073.7 | 2,076.22 ₹62,286.6 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) | 45 | cum | 8,926.14 ₹4,01,676.3 | 8,000 ₹3,60,000 | 8,470.93 ₹3,81,191.85 | 9,372.47 ₹4,21,761.15 | 7,988.9 ₹3,59,500.5 Lowest |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 3.25 | cum | 51.02 ₹166.07 | 50 ₹162.75 | 48.42 ₹157.61 | 53.57 ₹174.37 | 45.66 ₹148.62 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.25 | cum | 8,917.26 ₹29,025.68 | 8,000 ₹26,040 | 8,462.48 ₹27,545.37 | 9,363.12 ₹30,476.96 | 7,980.95 ₹25,977.99 Lowest |
| 1.01 | 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. | 3.62 | cum | 609.91 ₹2,209.7 | 609 ₹2,206.41 | 578.8 ₹2,096.99 | 640.41 ₹2,320.21 | 545.87 ₹1,977.69 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,711
Closing Date
22 Sept 2026, 5:00 pmClosed
Asst Engineer
Office of Asst Engineer
KPGP267/26-27Kaithapram T P N road concreting
2026_LSGD_869127_11
AE/LIDEW/KDNPLY262701
Open Tender
Civil Works - Roads
Item Rate
180 days
Kadannappally GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,125
Yes
₹12,711
Yes
25 Sept 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Re -tarring | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 90 | cum | - | - |
| 1.002 | 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. | 30 | cum | - | - |
| 1.003 | 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) | 45 | cum | - | - |
| 1.004 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 3.26 | cum | - | - |
| 1.005 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.26 | cum | - | - |
| 1.006 | 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. | 3.62 | cum | - | - |
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