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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | ₹5.4 L | L1 | Accepted-AOC COUNCIL ACCEPTED |
| 2 | L2₹5.6 LRejected-Finance CHATTIKKAL HOUSE KOTTAPPADI | KOTTAYAM | KERALA | 686001 | ₹5.6 L | L2 | Rejected-Finance COUNCIL REJECTED |
| 3 | L3₹5.8 LRejected-Finance | ₹5.8 L | L3 | Rejected-Finance COUNCIL REJECTED |
| 4 | L4₹6.0 LRejected-Finance KOTTAPADI NO 4 | KOTTAYAM | KERALA | 686001 | ₹6.0 L | L4 | Rejected-Finance COUNCIL REJECTED |
| Sl No | Description | Qty | Unit | BIJU L2 | DILEEP KUMAR K V L3 | PUSHPAKARAN L4 | SAIRAM CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||||
| 1.00 | OD460728/2025-2026:Modified Spec (50.2.25.1)Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 12.6 | cum | 694 ₹8,744.40 | 500 ₹6,300 | 744.64 ₹9,382.46 | 668.5 ₹8,423.10 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 33.6 | cum | 403 ₹13,540.80 | 406 ₹13,641.60 | 432.67 ₹14,537.71 | 388.5 ₹13,053.60 |
| 1.00 | OD460783/2025-2026:( Ref.Spec.11.4.1.1 )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 | 5.6 | cum | 7,911 ₹44,301.60 | 8,280 ₹46,368 | 8,482.16 ₹47,500.10 | 7,616 ₹42,649.60 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 34.58 | cum | 8,040 ₹2.8 L | 8,092 ₹2.8 L | 8,620.92 ₹3.0 L | 7,741 ₹2.7 L |
| 1.00 | OD460100/2025-2026: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. | 19.76 | cum | 2,150 ₹42,484 | 3,020 ₹59,675.20 | 2,307.21 ₹45,590.47 | 2,071.5 ₹40,932.84 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 19.76 | cum | 8,350 ₹1.6 L | 8,451 ₹1.7 L | 9,002.99 ₹1.8 L | 8,084 ₹1.6 L |
| 1.01 | OD460824/2025-2026:Man-coolie | 4 | each | 1,030 ₹4,120 | 1,036 ₹4,144 | 1,104.81 ₹4,419.24 | 991.7 ₹3,966.80 |
Tender Value
₹6.1 L
EMD Value
₹15,233
Closing Date
24 Feb 2026, 2:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT EXECUTIVE ENGINEER
AMRUT AMRUT 1.0 GURUVAYUR ZONE RENOVATION OF CHILDRENS PARK ROAD IN WARD 6 GURUVAYUR MUNICIPALITY General Civil Work
2026_LSGD_837132_9
Etdr-3/2026
Open Tender
Civil Works - Roads
240 days
GURUVAYUR
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,345
Yes
₹15,233
Yes
29 May 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
ROAD WORK
OD460728/2025-2026:Modified Spec (50.2.25.1)Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD460783/2025-2026:( Ref.Spec.11.4.1.1 )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)
OD460100/2025-2026: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.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD460824/2025-2026:Man-coolie
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