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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-AOC | ₹20.9 L | L1 | Accepted-AOC L1 Agreement Executed |
| 2 | L2₹21.0 L+₹10,238.17 (0.49%)Rejected-AOC | ₹21.0 L+₹10,238.17 (0.49%) | L2 | Rejected-AOC L2 Hence Rejected |
| 3 | L3₹21.4 L+₹45,900.73 (2.20%)Rejected-AOC | ₹21.4 L+₹45,900.73 (2.20%) | L3 | Rejected-AOC L3 Hence Rejected |
| 4 | L4₹21.7 L+₹75,881.66 (3.63%)Rejected-AOC | ₹21.7 L+₹75,881.66 (3.63%) | L4 | Rejected-AOC L4 Hence Rejected |
| 5 | L5₹21.8 L+₹90,736.23 (4.34%)Rejected-AOC | ₹21.8 L+₹90,736.23 (4.34%) | L5 | Rejected-AOC L5 Hence Rejected |
| Sl No | Description | Qty | Unit | DEVARAJ PERUMPULLISERRYRAVEENDRAN L4 | BABU P L7 | Ajith V K L6 | yosaf P K L3 | Sreejayan P E L2 | SANTHOSH P L1 | VIPINLAL M L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1,060 | sqm | 8 ₹8,480 | 8.7 ₹9,222 | 8.53 ₹9,041.8 | 8.14 ₹8,628.4 | 8 ₹8,480 | 7.9 ₹8,374 Lowest | 8.2 ₹8,692 |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 159 | cum | 53 ₹8,427 | 56.04 ₹8,910.36 | 54.92 ₹8,732.28 | 52.42 ₹8,334.78 | 51.17 ₹8,136.03 Lowest | 51.3 ₹8,156.7 | 53.5 ₹8,506.5 |
| 1.00 | OD523481/2024-2025:Granular sub-base/base/surface course with serviceable material available(departmental material) during scarifying of
existing road. Construction of granular sub-base with departmental 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. (
Modified 4.11.2) | 63.6 | cum | 132 ₹8,395.2 Lowest | 165.43 ₹10,521.35 | 162.11 ₹10,310.2 | 154.74 ₹9,841.46 | 1,230 ₹78,228 | 152 ₹9,667.2 | 157.8 ₹10,036.08 |
| 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. | 95.4 | cum | 1,905 ₹1,81,737 | 1,989.94 ₹1,89,840.28 | 1,950.05 ₹1,86,034.77 | 1,861.41 ₹1,77,578.51 | 1,717 ₹1,63,801.8 Lowest | 1,821 ₹1,73,723.4 | 1,900 ₹1,81,260 |
| 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) | 238.5 | cum | 7,250 ₹17,29,125 | 7,366.02 ₹17,56,795.77 | 7,218.38 ₹17,21,583.63 | 6,890.27 ₹16,43,329.4 | 6,600 ₹15,74,100 Lowest | 6,743 ₹16,08,205.5 | 7,035.6 ₹16,77,990.6 |
| 1.01 | 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. | 65.2 | cum | 53 ₹3,455.87 | 57.7 ₹3,762.33 | 56.54 ₹3,686.69 | 53.97 ₹3,519.11 | 52.68 ₹3,435 Lowest | 53 ₹3,455.87 | 55 ₹3,586.28 |
| 1.01 | OD523502/2024-2025: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 | 10.87 | cum | 62 ₹673.82 Lowest | 6,644.93 ₹72,217.1 | 6,511.74 ₹70,769.59 | 6,215.75 ₹67,552.77 | 5,000 ₹54,340 | 6,082 ₹66,099.18 | 6,347 ₹68,979.2 |
| 1.01 | 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) | 31.16 | cum | 6,470 ₹2,01,624.61 | 6,755.07 ₹2,10,508.25 | 6,619.67 ₹2,06,288.78 | 6,318.77 ₹1,96,911.83 | 6,100 ₹1,90,094.3 Lowest | 6,183 ₹1,92,680.83 | 6,452 ₹2,01,063.68 |
| 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 | 1.44 | cum | 8,480 ₹12,211.2 | 7,619.2 ₹10,971.65 | 7,464.01 ₹10,748.17 | 7,124.74 ₹10,259.63 | 6,900 ₹9,936 | 6,872 ₹9,895.68 Lowest | 7,275 ₹10,476 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
7 Apr 2025, 5:00 pmClosed
ASSISTANT ENGINEER
IRITTY MUNICIPALITY
N E R A M B O K K U NARIKKUNDAM ROAD RENNOVATION
2025_LSGD_757218_4
AE/ITY/TEN/11/24-25
Open Tender
Civil Works - Roads
Item Rate
IRITTY MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
10 Jun 2026
31 Mar 2025
9 Apr 2025
31 Mar 2025
7 Apr 2025
31 Mar 2025
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