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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | L1 | Accepted-AOC L1 AGREEMENT EXECUTED | |
| 2 | L2₹6.5 L+₹53,363.72 (9.00%)Rejected-AOC | L2 | Rejected-AOC L2 HENCE REJECTED |
| Sl No | Description | Qty | Unit | SADASIVAN L1 | EMMANUAL C J L2 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 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. | 82.62 | cum | 54.05 ₹4,465.61 Lowest | 58.91 ₹4,867.14 |
| 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. | 26.46 | cum | 2,319.8 ₹61,381.91 Lowest | 2,528.58 ₹66,906.23 |
| 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) | 39.69 | cum | 8,926.16 ₹3,54,279.29 Lowest | 9,729.51 ₹3,86,164.25 |
| 2.00CULVERT RECONSTRUCTION | |||||
| 2.00 | 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. | 10.18 | cum | 65.97 ₹671.57 Lowest | 71.91 ₹732.04 |
| 2.00 | OD264295/2025-2026: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 | 6.24 | cum | 8,210.4 ₹51,232.9 Lowest | 8,949.34 ₹55,843.88 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 11.2 | cum | 8,210.4 ₹91,956.48 Lowest | 8,949.34 ₹1,00,232.61 |
| 2.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 1.62 | cum | 9,227.9 ₹14,949.2 Lowest | 10,058.41 ₹16,294.62 |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.11 | tonne | 93,741.49 ₹10,499.05 Lowest | 1,02,178.22 ₹11,443.96 |
Tender Value
₹5.9 L
EMD Value
₹14,826
Closing Date
26 Sept 2025, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID EW Section IRITTY MUNICIALITY
Annual Plan Iritty Muncipality PROJ-NO 44-25-26 KARIMBAYILKUNDAM ROAD CONCRETE AND CULVERT RECONSTRUCTION CH 0-260-0-350KM
2025_LSGD_799637_5
AE/ITY/TEN/2/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Iritty Muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,826
Yes
4 Dec 2025
20 Sept 2025
30 Sept 2025
20 Sept 2025
26 Sept 2025
20 Sept 2025
Amount
ROAD WORK
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.
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.
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)
CULVERT RECONSTRUCTION
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.
OD264295/2025-2026: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
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)
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD275341/2025-2026: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 conveyance of all materials all labour charges, fabricating etc. complete.
EMMANUAL C J (BID ID -2359955)
Bidder Name
SADASIVAN
EMMANUAL C J
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