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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.3 LAccepted-AOC | ₹3.3 L | 1 | Accepted-AOC EXECUTED AGREEMENT |
| 2 | 2₹3.4 L+₹2,630.09 (0.79%)Rejected-Finance | ₹3.4 L+₹2,630.09 (0.79%) | 2 | Rejected-Finance SECOND LEAST |
| 3 | 3₹3.4 L+₹6,297.91 (1.89%)Rejected-Finance EZHOME | ₹3.4 L+₹6,297.91 (1.89%) | 3 | Rejected-Finance HIGHER |
| 4 | 4₹3.6 L+₹25,619.62 (7.68%)Rejected-Finance | ₹3.6 L+₹25,619.62 (7.68%) | 4 | Rejected-Finance HIGHER |
| 5 | 5₹3.6 L+₹28,416.76 (8.52%)Rejected-Finance | ₹3.6 L+₹28,416.76 (8.52%) | 5 | Rejected-Finance HIGHER |
| Sl No | Description | Qty | Unit | K RAMACHANDRAN L1 | BENNY M JOSEPH L5 | V V SREENI L2 | RANJITH MV L3 | REJEESH A K L4 | P GOVINDAN L6 |
|---|---|---|---|---|---|---|---|---|---|
| 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. | 15.75 | cum | 59.43 ₹936.02 | 40 ₹630 Lowest | 59.83 ₹942.32 | 60.55 ₹953.66 | 63.05 ₹993.04 | 66 ₹1,039.5 |
| 1.00 | OD507257/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 &amp; 1203 &lt;br&gt; I. P.C.C grade M 10
&lt;br&gt; (i) Nominal mix 1:3:6 | 4.5 | cum | 7,276.89 ₹32,746.01 Lowest | 8,200 ₹36,900 | 7,334.82 ₹33,006.69 | 7,414.22 ₹33,363.99 | 7,836.46 ₹35,264.07 | 8,100 ₹36,450 |
| 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) | 18 | cum | 7,395.93 ₹1,33,126.74 Lowest | 8,000 ₹1,44,000 | 7,454.69 ₹1,34,184.42 | 7,535.51 ₹1,35,639.18 | 7,964.52 ₹1,43,361.36 | 8,300 ₹1,49,400 |
| 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 | 36 | cum | 556.5 ₹20,034 | 450 ₹16,200 Lowest | 560.23 ₹20,168.28 | 567 ₹20,412 | 598.55 ₹21,547.8 | 620 ₹22,320 |
| 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) | 18 | cum | 8,040.68 ₹1,44,732.24 Lowest | 9,000 ₹1,62,000 | 8,104.8 ₹1,45,886.4 | 8,192.43 ₹1,47,463.74 | 8,659.11 ₹1,55,863.98 | 9,000 ₹1,62,000 |
| 1.01 | OD507259/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with
stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including
testing of joints etc. complete: 250 mm dia R.C. C. pipe modified 19.6.3 | 2.4 | metre | 890.93 ₹2,138.23 Lowest | 1,000 ₹2,400 | 898.01 ₹2,155.22 | 907.74 ₹2,178.58 | 959.42 ₹2,302.61 | 989 ₹2,373.6 |
Tender Value
₹3.7 L
EMD Value
₹9,262
Closing Date
2 Jul 2026, 3:00 pmClosed
Aneesh. k
Assistant Engineer, payyannur municipality
Project No.85/25-26-Concrete for Punchakad Footpath
2026_LSGD_845361_25
AE/LSGD/ETNDR-08/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Payyannur municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹820
Yes
₹9,262
Yes
13 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 |
|---|---|---|---|---|---|
| 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. | - | cum | - | - |
| 1.002 | OD507257/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 &amp; 1203 &lt;br&gt; I. P.C.C grade M 10
&lt;br&gt; (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 | 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 | - | - |
| 1.005 | 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 | OD507259/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with
stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including
testing of joints etc. complete: 250 mm dia R.C. C. pipe modified 19.6.3 | 1 | metre | - | - |
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