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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-Finance | L1 | Accepted-Finance Accepted via Board resolution (1) dated . 10/03/2026 | |
| 2 | L2₹3.0 L+₹653.79 (0.22%)Accepted-Finance | L2 | Accepted-Finance Accepted via Board resolution (1) dated . 10/03/2026 |
| Sl No | Description | Qty | Unit | sainulabid L2 | MUHAMMED SAKEER K L1 |
|---|---|---|---|---|---|
| 1.00Re - taring | |||||
| 1.00 | OD458112/2025-2026:Filling up pot holes(cut and formed to regular shapes and all loose and defective
materials removed) after supplying a prime coat of bitumen using 36mm departmental broken
stone and
compacting with a power roller to get a compacted surface. | 5.5 | cum | 8,138.2 ₹44,727.55 Lowest | 8,138.2 ₹44,727.55 Lowest |
| 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. | 589 | sqm | 20 ₹11,780 | 18.89 ₹11,126.21 Lowest |
| 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) | 589 | sqm | 289.21 ₹1,70,344.69 Lowest | 289.21 ₹1,70,344.69 Lowest |
| 2.00Irish drain Concreting | |||||
| 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 | cum | 66.84 ₹668.4 Lowest | 66.84 ₹668.4 Lowest |
| 2.00 | OD458204/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil | 4 | cum | 2,341.68 ₹9,366.72 Lowest | 2,341.68 ₹9,366.72 Lowest |
| 2.00 | 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) | 6 | cum | 9,563.75 ₹57,382.5 Lowest | 9,563.75 ₹57,382.5 Lowest |
| 2.00 | OD458207/2025-2026:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm 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 | each | 2,804.26 ₹2,804.26 Lowest | 2,804.26 ₹2,804.26 Lowest |
Tender Value
₹3.0 L
EMD Value
₹7,411
Closing Date
9 Mar 2026, 11:00 amClosed
AE
Office of AE LID - EW SECTION VILAYUR
Padinjattumpuram Koorachippadi road Re tarring-Annual Plan 2025-26, Vilayur GP Project No.304/25-26
2026_LSGD_840990_1
05/2025/AE/LID-EW/VLR
Open Tender
Civil Works - Roads
Item Rate
270 days
Vilayur GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹655
₹7,411
26 Oct 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Re - taring | |||||
| 1.001 | OD458112/2025-2026:Filling up pot holes(cut and formed to regular shapes and all loose and defective
materials removed) after supplying a prime coat of bitumen using 36mm departmental broken
stone and
compacting with a power roller to get a compacted surface. | 5.5 | 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. | 589 | 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) | 589 | sqm | - | - |
| 2Irish drain Concreting | |||||
| 2.001 | 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 | cum | - | - |
| 2.002 | OD458204/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil | 4 | cum | - | - |
| 2.003 | 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) | 6 | cum | - | - |
| 2.004 | OD458207/2025-2026:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm 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 | each | - | - |
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