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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.2 L+₹10,080.84 (1.42%)Admitted-Fee/PreQual/Technical/Finance EZHOME | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.3 L+₹17,703.70 (2.50%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.3 L+₹17,775.12 (2.51%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹7.3 L+₹19,483.21 (2.75%)Admitted-Fee/PreQual/Technical/Finance PADINHARE VEETTIL ONAKKUNNU KARIVELLUR PAYYANUR MUNICIPALITY | KANNUR | KERALA | 670001 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAVEENDRAN.K L1 | THAMPAN.PV L5 | BENNY M JOSEPH L4 | K RAMACHANDRAN L8 | RANJITH MV L2 | V V SREENI L3 | MOHANAN P L6 | NITHIN T L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road concreting | |||||||||||
| 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. | 4.59 | cum | 55.15 ₹253.14 | 56.67 ₹260.12 | 55 ₹252.45 | 59.7 ₹274.02 | 55.94 ₹256.76 | 55.7 ₹255.66 | 45 ₹206.55 Lowest | 59.5 ₹273.11 |
| 1.00 | 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 | 94.02 | cum | 516.46 ₹48,558.6 | 530.67 ₹49,894.65 | 475 ₹44,660.45 Lowest | 559.03 ₹52,561.12 | 523.82 ₹49,250.6 | 528.76 ₹49,715.07 | 584 ₹54,908.85 | 556.53 ₹52,326.06 |
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 19.89 | cum | 12.57 ₹250.02 Lowest | 12.92 ₹256.98 | 40 ₹795.6 | 13.61 ₹270.7 | 12.75 ₹253.6 | 12.85 ₹255.59 | 50 ₹994.5 | 13.53 ₹269.11 |
| 1.00 | OD191937/2026-2027: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 | 1.15 | cum | 6,753.42 ₹7,752.93 Lowest | 6,939.2 ₹7,966.2 | 7,300 ₹8,380.4 | 7,310.01 ₹8,391.89 | 6,849.55 ₹7,863.28 | 6,922.84 ₹7,947.42 | 7,400 ₹8,495.2 | 7,286.36 ₹8,364.74 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 2.88 | cum | 6,863.89 ₹19,768 Lowest | 7,052.73 ₹20,311.86 | 7,300 ₹21,024 | 7,429.59 ₹21,397.22 | 6,961.6 ₹20,049.41 | 7,035.96 ₹20,263.56 | 7,500 ₹21,600 | 7,405.42 ₹21,327.61 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 1.38 | cum | 7,714.52 ₹10,622.89 Lowest | 7,926.77 ₹10,915.16 | 8,000 ₹11,016 | 8,350.33 ₹11,498.4 | 7,824.34 ₹10,774.12 | 7,907.53 ₹10,888.67 | 8,000 ₹11,016 | 8,322.75 ₹11,460.43 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.12 | tonne | 78,367.89 ₹9,169.04 Lowest | 80,523.94 ₹9,421.3 | 86,000 ₹10,062 | 84,826.67 ₹9,924.72 | 79,483.41 ₹9,299.56 | 80,336.03 ₹9,399.32 | 85,000 ₹9,945 | 84,554.38 ₹9,892.86 |
| 1.01 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 44.2 | cum | 2,650.24 ₹1,17,127.36 Lowest | 2,723.14 ₹1,20,349.17 | 3,000 ₹1,32,585 | 2,868.65 ₹1,26,779.99 | 2,687.95 ₹1,18,793.95 | 2,716.67 ₹1,20,063.23 | 2,800 ₹1,23,746 | 2,859.34 ₹1,26,368.53 |
| 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) | 66.29 | cum | 7,462.27 ₹4,94,688.8 Lowest | 7,667.57 ₹5,08,298.55 | 7,500 ₹4,97,190 | 8,077.28 ₹5,35,459.05 | 7,568.49 ₹5,01,730.34 | 7,649.58 ₹5,07,105.96 | 7,850 ₹5,20,392.2 | 8,051.25 ₹5,33,733.47 |
Tender Value
₹8.5 L
EMD Value
₹21,178
Closing Date
12 Oct 2026, 3:00 pmClosed
Aneesh K
Assistant engineer, LSGD Engineering wing, Payyannur municipality
Proj.no-568/27 Koorkkara anganwadi road concreting
2026_LSGD_874259_29
AE/LSGD/ETNDR-03/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Payyannur Municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,178
Yes
16 Oct 2026
1 Oct 2026
15 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concreting | |||||
| 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. | 4.59 | cum | - | - |
| 1.002 | 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 | 94.02 | cum | - | - |
| 1.003 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 19.89 | cum | - | - |
| 1.004 | OD191937/2026-2027: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 | 1.15 | cum | - | - |
| 1.005 | 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) | 2.88 | cum | - | - |
| 1.006 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 1.38 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.12 | tonne | - | - |
| 1.008 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 44.2 | 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) | 66.29 | cum | - | - |
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