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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.6 LAccepted-AOC | ₹7.6 L | 1 | Accepted-AOC executed agreement |
| 2 | 2₹7.7 L+₹10,889.46 (1.44%)Rejected-AOC | ₹7.7 L+₹10,889.46 (1.44%) | 2 | Rejected-AOC second least |
| 3 | 3₹7.7 L+₹18,151.47 (2.40%)Rejected-Finance | ₹7.7 L+₹18,151.47 (2.40%) | 3 | Rejected-Finance HIGHER |
| 4 | 4₹7.8 L+₹20,276.06 (2.68%)Rejected-Finance PADINHARE VEETTIL ONAKKUNNU KARIVELLUR PAYYANUR MUNICIPALITY | KANNUR | KERALA | 670001 | ₹7.8 L+₹20,276.06 (2.68%) | 4 | Rejected-Finance HIGHER |
| 5 | 5₹7.8 L+₹21,036.93 (2.78%)Rejected-Finance EZHOME | ₹7.8 L+₹21,036.93 (2.78%) | 5 | Rejected-Finance HIGHER |
| Sl No | Description | Qty | Unit | Radhakrishnan P K V L6 | K RAMACHANDRAN L1 | BENNY M JOSEPH L3 | V V SREENI L2 | RANJITH MV L5 | SUDHAKARAN.T.P L7 | THAMPAN.PV L4 | P GOVINDAN L9 | REJEESH A K L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Samatha road - mukkood vayal road formation and concreeting | ||||||||||||
| 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. | 26.46 | cum | 61.68 ₹1,632.05 | 59.04 ₹1,562.2 Lowest | 70 ₹1,852.2 | 59.83 ₹1,583.1 | 60.69 ₹1,605.86 | 62.28 ₹1,647.93 | 60.63 ₹1,604.27 | 66 ₹1,746.36 | 61.75 ₹1,633.91 |
| 1.00 | OD546125/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10
<br> (i) Nominal mix 1:3:6 | 16.05 | cum | 7,553.17 ₹1,21,228.38 | 7,230.03 ₹1,16,041.98 Lowest | 8,000 ₹1,28,400 | 7,334.82 ₹1,17,723.86 | 7,431.18 ₹1,19,270.44 | 7,625.87 ₹1,22,395.21 | 7,423.91 ₹1,19,153.76 | 8,100 ₹1,30,005 | 7,674.9 ₹1,23,182.15 |
| 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) | 39.47 | cum | 7,676.46 ₹3,03,005.23 | 7,348.31 ₹2,90,052.49 Lowest | 7,900 ₹3,11,828.8 | 7,454.67 ₹2,94,250.73 | 7,552.75 ₹2,98,122.15 | 7,750.62 ₹3,05,932.47 | 7,545.36 ₹2,97,830.45 | 8,300 ₹3,27,617.6 | 7,800.32 ₹3,07,894.23 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 0.89 | cum | 8,628.09 ₹7,704.88 | 8,258.97 ₹7,375.26 Lowest | 8,500 ₹7,590.5 | 8,378.11 ₹7,481.65 | 8,488.75 ₹7,580.45 | 8,711.14 ₹7,779.05 | 8,480.44 ₹7,573.03 | 9,300 ₹8,304.9 | 8,766.57 ₹7,828.55 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.12 | cum | 8,337.64 ₹992.18 | 7,673.98 ₹913.2 Lowest | 8,000 ₹952 | 7,785.19 ₹926.44 | 7,887.48 ₹938.61 | 8,094.12 ₹963.2 | 8,194.96 ₹975.2 | 9,600 ₹1,142.4 | 8,146.15 ₹969.39 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.07 | tonne | 87,648.29 ₹5,872.44 | 83,898.63 ₹5,621.21 | 100 ₹6.7 Lowest | 85,116.82 ₹5,702.83 | 86,232.8 ₹5,777.6 | 88,491.97 ₹5,928.96 | 86,148.43 ₹5,771.94 | 94,000 ₹6,298 | 89,063.32 ₹5,967.24 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | 73.63 | cum | 577.6 ₹42,527.53 | 552.91 ₹40,709.66 | 450 ₹33,132.6 Lowest | 560.23 ₹41,248.61 | 568.3 ₹41,842.79 | 583.18 ₹42,938.38 | 567.44 ₹41,779.47 | 620 ₹45,649.36 | 586.21 ₹43,161.47 |
| 1.01 | 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. | 20.9 | cum | 2,169 ₹45,332.1 | 2,076.22 ₹43,393 | 1,900 ₹39,710 Lowest | 2,105.65 ₹44,008.09 | 2,133.98 ₹44,600.18 | 2,189.89 ₹45,768.7 | 2,131.2 ₹44,542.08 | 2,400 ₹50,160 | 2,203.28 ₹46,048.55 |
| 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) | 31.35 | cum | 8,345.16 ₹2,61,620.77 | 7,988.91 ₹2,50,452.33 Lowest | 8,000 ₹2,50,800 | 8,104.8 ₹2,54,085.48 | 8,211.17 ₹2,57,420.18 | 8,426.3 ₹2,64,164.51 | 8,203.1 ₹2,57,167.19 | 8,999 ₹2,82,118.65 | 8,480.59 ₹2,65,866.5 |
Tender Value
₹8.4 L
EMD Value
₹21,121
Closing Date
2 Jul 2026, 3:00 pmClosed
Aneesh K
Assistant engineer, LSGD Engineering wing, Payyannur municipality
proj.no.585/25-26 Samatha road - mukkood vayal road formation and concreting
2026_LSGD_856988_3
AE/LSGD/ETNDR-01/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Payyannur Municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,865
Yes
₹21,121
Yes
2 Sept 2026
22 Jun 2026
6 Jul 2026
22 Jun 2026
2 Jul 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Samatha road - mukkood vayal road formation and concreeting | |||||
| 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 | OD546125/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10
<br> (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) | - | cum | - | - |
| 1.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | - | cum | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.007 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits 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 | 0.2 | cum | - | - |
| 1.008 | 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. | 1 | cum | - | - |
| 1.009 | 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 | - | - |
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