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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.5 LAccepted-AOC | ₹69.5 L | L1 | Accepted-AOC L1 Agreement Executed |
| 2 | L2₹71.7 L+₹2.3 L (3.24%)Rejected-AOC MELEDAM CHAVASSERY PO 670702 | CHAVASSERY | KANNUR | KERALA | 670702 | ₹71.7 L+₹2.3 L (3.24%) | L2 | Rejected-AOC L2 Hence Rejected |
| 3 | L3₹72.3 L+₹2.8 L (4.06%)Rejected-AOC | ₹72.3 L+₹2.8 L (4.06%) | L3 | Rejected-AOC L3 Hence Rejected |
| 4 | L4₹72.3 L+₹2.8 L (4.06%)Rejected-AOC | ₹72.3 L+₹2.8 L (4.06%) | L4 | Rejected-AOC L4 Hence Rejected |
| 5 | L5₹76.7 L+₹7.3 L (10.5%)Rejected-AOC | ₹76.7 L+₹7.3 L (10.5%) | L5 | Rejected-AOC L5 Hence Rejected |
| Sl No | Description | Qty | Unit | N.V.SURENDRAN L4 | RAJEESH P P L1 | SINEESH NT L3 | SOMANATHAN M L2 | K K THAMBAN L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Punnad Thavilakutty kanikkari T K road Construction | ||||||||
| 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. | 100.8 | cum | 57.51 ₹5,797.01 | 55.27 ₹5,571.22 Lowest | 57.51 ₹5,797.01 | 57.06 ₹5,751.65 | 64.99 ₹6,550.99 |
| 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. | 33.6 | cum | 2,083.18 ₹69,994.85 | 2,001.99 ₹67,266.86 Lowest | 2,083.18 ₹69,994.85 | 2,066.94 ₹69,449.18 | 2,211.23 ₹74,297.33 |
| 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) | 50.4 | cum | 8,015.69 ₹4,03,990.78 | 7,703.28 ₹3,88,245.31 Lowest | 8,015.69 ₹4,03,990.78 | 7,953.21 ₹4,00,841.78 | 8,508.41 ₹4,28,823.86 |
| 1.00 | OD417332/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm made with G I plain sheets
1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS
angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet ,
fitted 2 Nos. 32
mm GI pipe vertically 90 cm
above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm.
including cost and
coveyance of all materials all labour
charges, fabricating etc complete | 1 | each | 3,011.28 ₹3,011.28 | 2,893.92 ₹2,893.92 Lowest | 3,011 ₹3,011 | 2,987.8 ₹2,987.8 | 3,196.38 ₹3,196.38 |
| 2.00Punnad Velichanna Mill Anganwadi Road Construction | ||||||||
| 2.00 | 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. | 66.6 | cum | 59.24 ₹3,945.38 | 56.93 ₹3,791.54 Lowest | 59.24 ₹3,945.38 | 58.78 ₹3,914.75 | 62.88 ₹4,187.81 |
| 2.00 | 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. | 117.9 | cum | 57.51 ₹6,780.43 | 55.27 ₹6,516.33 Lowest | 57.51 ₹6,780.43 | 57.06 ₹6,727.37 | 61.04 ₹7,196.62 |
| 2.00 | OD417185/2025-2026: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 excluding formwork | 9.07 | cum | 7,254.27 ₹65,832.5 | 6,971.53 ₹63,266.63 Lowest | 7,254.27 ₹65,832.5 | 7,197.72 ₹65,319.31 | 7,700.18 ₹69,879.13 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 27.32 | cum | 7,372.94 ₹2,01,391.86 | 7,085.58 ₹1,93,542.62 Lowest | 7,372.94 ₹2,01,391.86 | 7,315.47 ₹1,99,822.06 | 7,826.15 ₹2,13,771.29 |
Tender Value
₹80.5 L
EMD Value
₹50,000
Closing Date
18 Jun 2026, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID EW Section IRITTY MUNICIALITY
MLA ADS-1PUNNAD THAVILAKUTTY KANIKKARI T K. 2,PUNNAD VELICHANNA MILL ANGANWADI. 3,THUDAR VIDYAKENDRAM WATER TANK. 4,KOMBIL ROAD. 5,VATTAKKUNN CHIMMITTY. 6,NADUVANAD MILL MUKK ELAMBA. 7, OLYAM PERUNTHARCHAL. 8,CHAVASSERY AVATTY. 9,KARAD POOTHATTA ROAD
2026_LSGD_855183_2
AE/ITY/TEN/1/26-27
Open Tender
Civil Works - Roads
Item Rate
270 days
Iritty Muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 Jul 2026
11 Jun 2026
20 Jun 2026
11 Jun 2026
18 Jun 2026
11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Punnad Thavilakutty kanikkari T K road Construction | |||||
| 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. | 1 | 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. | - | 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) | 1 | cum | - | - |
| 1.004 | OD417332/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm made with G I plain sheets
1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS
angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet ,
fitted 2 Nos. 32
mm GI pipe vertically 90 cm
above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm.
including cost and
coveyance of all materials all labour
charges, fabricating etc complete | - | each | - | - |
| 2Punnad Velichanna Mill Anganwadi Road Construction | |||||
| 2.001 | 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. | 1 | cum | - | - |
| 2.002 | 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. | - | cum | - | - |
| 2.003 | OD417185/2025-2026: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 excluding formwork | 1 | cum | - | - |
| 2.004 | 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 | - | - |
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