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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.6 LAccepted-AOC KERALA KL | IDUKKI | KERALA | 685501 | ₹9.6 L | 1 | Accepted-AOC agreement executed on 30/05/2026 |
| 2 | Rejected-Technical CHONAM ROAD REETAURAM KANAM PIN 695717 | 695717 | - | - | Rejected-Technical L1 accepted |
| Sl No | Description | Qty | Unit | BB CONSTRUCTIONS L1 | ABHILASH GEORGE L2 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 1.00 | OD453247/2025-2026:MorD: Surface dressing of the ground in All kinds of soil including removing vegetation
and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 264 | sqm | 36.75 ₹9,702 | 34 ₹8,976 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 40.2 | cum | 8,625.59 ₹3,46,748.72 | 9,100 ₹3,65,820 |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 45.6 | cum | 941.83 ₹42,947.45 | 880 ₹40,128 |
| 1.00 | 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 | 7.3 | cum | 9,001.46 ₹65,710.66 | 8,750 ₹63,875 |
| 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) | 57.16 | cum | 8,444.99 ₹4,82,757.85 | 8,700 ₹4,97,335.5 |
| 1.01 | OD475946/2025-2026:Filling with departmental earth (excluding rock) in open areas 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. | 20 | cum | 59.59 ₹1,191.8 | 59 ₹1,180 |
| 1.01 | OD460951/2025-2026:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 50 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 162 | metre | 49.99 ₹8,098.38 | 38 ₹6,156 |
| 1.01 | OD505103/2025-2026:Name board using MS flat, MS sheet, GI pipe, and fix with concrete mix | 1 | each | 2,130.81 ₹2,130.81 | 2,000 ₹2,000 |
Tender Value
Refer Docs
EMD Value
₹25,421
Closing Date
5 Mar 2026, 4:00 pmClosed
AE
LIDEW OFFICE MUKHATHALA
Annual Plan-ANNUAL PLAN MBP PROJECT NO 189/2025-26-PALAMUKKU KURISSADI ROAD CONSTRUCTION SECOND STAGE-General Civil Work
2026_LSGD_840510_6
07/2026/lAE/LIDEW/MBP
Open Tender
Civil Works - Others
90 days
MUKHATHALA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹25,421
Yes
2 Jul 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | OD453247/2025-2026:MorD: Surface dressing of the ground in All kinds of soil including removing vegetation
and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | - | sqm | - | - |
| 1.002 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.003 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | - | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | OD475946/2025-2026:Filling with departmental earth (excluding rock) in open areas 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. | - | cum | - | - |
| 1.007 | OD460951/2025-2026:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 50 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | - | metre | - | - |
| 1.008 | OD505103/2025-2026:Name board using MS flat, MS sheet, GI pipe, and fix with concrete mix | - | each | - | - |
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