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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 LAccepted-AOC | ₹20.1 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹20.4 LRejected-AOC | ₹20.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SALY PAUL KANNANTHANAM L2 | THOMAS KANNANTHANATH L1 |
|---|---|---|---|---|---|
| 1.00Chiratta Velil Malayora Highway Link Road | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 63.45 | cum | 65.97 ₹4,185.8 | 64.95 ₹4,121.08 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 18.75 | cum | 617.78 ₹11,583.38 | 608.2 ₹11,403.75 Lowest |
| 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. <br>(ii) Using Gravel mix soil. | 49.8 | cum | 2,319.8 ₹1,15,526.04 | 2,283.84 ₹1,13,735.23 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) | 74.7 | cum | 8,926.16 ₹6,66,784.15 | 8,779.04 ₹6,55,794.29 Lowest |
| 1.00 | OD426351/2025-2026:Supplying and fitting name boards of size 75cmx45cm. made with GI plain sheets 1.25 mm thick (classIIII) fitted with 35X35x4mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the GI sheet ,fitted 2Nos. 32mm GIpipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4, 30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete | 1 | each | 3,601.52 ₹3,601.52 | 3,544.2 ₹3,544.2 Lowest |
| 2.00Mavati - Thuraykkal Road | |||||
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 116.89 | cum | 65.97 ₹7,711.23 | 64.95 ₹7,592.01 Lowest |
| 2.00 | OD427596/2025-2026: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 | 0.4 | cum | 8,078.25 ₹3,231.3 Lowest | 8,368.25 ₹3,347.3 |
| 2.00 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1.2 | cum | 8,210.4 ₹9,852.48 | 8,083.14 ₹9,699.77 Lowest |
Tender Value
₹20.4 L
EMD Value
₹50,000
Closing Date
3 Jul 2026, 6:00 pmClosed
Executive Engineer
LSGD (LID and EW) Division Kannur DP
LAC-ADS-2025-26 - Peravoor LAC, Sri. Sunny Joseph, MLA-Construction of Various Roads in Peravoor GP - 1) Chiratta Velil Malayora Highway Link Road, 2) Mavati - Thuraykkal Road-General Civil Work(Re-Tender)
2026_LSGD_857233_7
DB/TN/1(4-A)/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kannur
Please refer tender do
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 Aug 2026
23 Jun 2026
4 Jul 2026
23 Jun 2026
3 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Chiratta Velil Malayora Highway Link Road | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.003 | 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. <br>(ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD426351/2025-2026:Supplying and fitting name boards of size 75cmx45cm. made with GI plain sheets 1.25 mm thick (classIIII) fitted with 35X35x4mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the GI sheet ,fitted 2Nos. 32mm GIpipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4, 30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete | - | each | - | - |
| 2Mavati - Thuraykkal Road | |||||
| 2.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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 | - | - |
| 2.002 | OD427596/2025-2026: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 | - | - |
| 2.003 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
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