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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC Accepted Vide Resolution No.8(1) Dated.19.05.2026 |
| 2 | L2₹2.6 L+₹6,845.45 (2.70%)Rejected-Finance | ₹2.6 L+₹6,845.45 (2.70%) | L2 | Rejected-Finance Second Bidder. Kept in Abeyance till the execution of Agreement by the First Bidder |
| 3 | L3₹3.0 L+₹47,933.05 (18.9%)Rejected-Finance | ₹3.0 L+₹47,933.05 (18.9%) | L3 | Rejected-Finance Third Bidder. Kept in Abeyance till the execution of Agreement by the First Bidder |
| Sl No | Description | Qty | Unit | RAMESH KUMAR T G L1 | KRISHNA DASAN C K L2 | sirly jose L3 |
|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||
| 1.00 | OD512496/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.
to get a compact surface. | 3.73 | cum | 8,138.2 ₹30,379.9 Lowest | 8,300 ₹30,983.9 | 8,500 ₹31,730.5 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 367.2 | sqm | 18.89 ₹6,936.41 Lowest | 20 ₹7,344 | 25 ₹9,180 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 367.2 | sqm | 289.21 ₹1,06,197.91 Lowest | 300 ₹1,10,160 | 400 ₹1,46,880 |
| 1.00 | OD505438/2025-2026:Modified Data (DAR.2.28.1)-Surface dressing of the ground including removing
vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up
to 50 m and lift up to 1.5M in all kinds of soil | 59.4 | 1 sqm | 36.75 ₹2,182.95 Lowest | 40 ₹2,376 | 40 ₹2,376 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 5.94 | cum | 3,337.88 ₹19,827.01 Lowest | 3,400 ₹20,196 | 3,500 ₹20,790 |
| 1.01 | 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) | 8.91 | cum | 9,563.75 ₹85,213.01 Lowest | 9,700 ₹86,427 | 9,800 ₹87,318 |
| 1.01 | OD502601/2025-2026:Name Board (MoRD-2021):Supplying and Providing Readymade GI Name Board with all conveyance, labour and hire charges etc complete using GI Hollow Tube of Size 80x40x1.40mm Post, 40x20x1.40mm Outer Fframe, 0.60mm thick Iron Sheet of Size 90x60cm with Two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc. Complete | 1 | no | 2,804.26 ₹2,804.26 Lowest | 2,900 ₹2,900 | 3,200 ₹3,200 |
Tender Value
₹2.5 L
EMD Value
₹6,356
Closing Date
13 Mar 2026, 1:00 pmClosed
Muhsin Munavar-PK
The Assistant Engineer LIDEW Section Kongad Grama Panchayath
Renovation of Kottasseri-Cholayilkalam Road-Pro-No-211-26
2026_LSGD_843838_1
ET-09-09/AE/LIDEW/KGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
300 days
Kongad Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,356
Yes
25 Aug 2026
5 Mar 2026
17 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 1.001 | OD512496/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.
to get a compact surface. | - | cum | - | - |
| 1.002 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1 | sqm | - | - |
| 1.003 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 1 | sqm | - | - |
| 1.004 | OD505438/2025-2026:Modified Data (DAR.2.28.1)-Surface dressing of the ground including removing
vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up
to 50 m and lift up to 1.5M in all kinds of soil | 1 | 1 sqm | - | - |
| 1.005 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | OD502601/2025-2026:Name Board (MoRD-2021):Supplying and Providing Readymade GI Name Board with all conveyance, labour and hire charges etc complete using GI Hollow Tube of Size 80x40x1.40mm Post, 40x20x1.40mm Outer Fframe, 0.60mm thick Iron Sheet of Size 90x60cm with Two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc. Complete | - | no | - | - |
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