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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 LAccepted-AOC | L1 | Accepted-AOC L1 AGREEMENT EXECUTED | |
| 2 | L2₹17.5 L+₹65,469.90 (3.89%)Rejected-AOC | L2 | Rejected-AOC L2 HENCE REJECTED |
| Sl No | Description | Qty | Unit | PRINCE PM L2 | Sreejayan P E L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETING CH 0/135.50 TO 0/496.50 | |||||
| 1.00 | 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. | 106.4 | cum | 70 ₹7,448.07 | 64 ₹6,809.66 Lowest |
| 1.00 | OD280915/2024-2025: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 | 14.82 | cum | 9,000 ₹1,33,389 | 8,078.25 ₹1,19,727.74 Lowest |
| 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) | 30.89 | cum | 9,000 ₹2,77,992 | 8,200 ₹2,53,281.6 Lowest |
| 1.00 | OD57426/2025-2026: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
all cost etc. complete:
450 mm dia R.C.C. pipe | 4 | metre | 1,900 ₹7,600 | 1,780 ₹7,120 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 59.57 | cum | 6,500 ₹3,87,224.5 | 6,380 ₹3,80,075.74 Lowest |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 57.9 | cum | 60 ₹3,474 | 50 ₹2,895 Lowest |
| 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 IV. R.C.C grade M 20 | 11.63 | cum | 9,500 ₹1,10,523 | 9,200 ₹1,07,032.8 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.82 | tonne | 93,742 ₹77,337.15 | 93,730 ₹77,327.25 Lowest |
| 1.01 | 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. | 81.15 | cum | 65 ₹5,274.75 | 63.5 ₹5,153.03 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,353
Closing Date
27 Sept 2025, 9:10 amClosed
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER LID EW SECTION IRITTY MUNICIALITY
LAC-ADS-IRITTY MUNICIPALITY-MLA-LAC-ADS-MEETHALE PUNNAD- AITHAPOYIL PERUNTHADIKKADU ROAD CONSTRUCTION
2025_LSGD_800151_1
AE/ITY/TEN/2A/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Iritty Muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,353
Yes
4 Dec 2025
20 Sept 2025
30 Sept 2025
20 Sept 2025
27 Sept 2025
20 Sept 2025
Amount
ROAD CONCRETING CH 0/135.50 TO 0/496.50
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.
OD280915/2024-2025: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
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)
OD57426/2025-2026: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 all cost etc. complete: 450 mm dia R.C.C. pipe
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 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
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)
OD281476/2024-2025::Providing granite stone Name board with hollow brick masonry
PRINCE PM (BID ID -2361552)
Bidder Name
Sreejayan P E
PRINCE PM
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