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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC Accepted as per Agreement executed | |
| 2 | L2₹5.1 L+₹88,060.14 (21.0%)Rejected-AOC | L2 | Rejected-AOC Rejected as per Agreement Executed | |
| 3 | L3₹5.1 L+₹88,373.57 (21.0%)Rejected-Finance | L3 | Rejected-Finance Rejected as per Board resolution |
| Sl No | Description | Qty | Unit | SANTHOSH K T L2 | ANWAR CONSTRUCTION L1 | UNNIKRISHNAN.E.P. L3 |
|---|---|---|---|---|---|---|
| 1.00Concreting | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 305.64 | sqm | 16.01 ₹4,893.3 | 13.2 ₹4,034.45 Lowest | 16.04 ₹4,902.47 |
| 1.00 | 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. | 11.46 | cum | 66.84 ₹765.72 | 55.2 ₹632.37 Lowest | 66.86 ₹765.95 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 1.8 | cum | 3,749.64 ₹6,749.35 | 3,101.4 ₹5,582.52 Lowest | 3,750.66 ₹6,751.19 |
| 1.00 | OD535421/2025-2026: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 manually mixing by mix in place method and compacting with rammers to
achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause
408 | 34.79 | cum | 2,341.68 ₹81,457.68 | 1,936 ₹67,345.7 Lowest | 2,341.68 ₹81,457.68 |
| 1.00 | OD535419/2025-2026:Flooring with interlocking paving blocks 80mm thick M 30 GRADE,over a bed of 6mm metal
filing in 50mm average thick and compacting using earth hammer/compacting ting machine
hand operated including cost and conveyance of all materials labour charges, etc complete.
Excluding cost of edge concreting (16.91.2 modified) | 256.94 | 1 sqm | 1,126.72 ₹2,89,499.44 | 931 ₹2,39,211.14 Lowest | 1,126.82 ₹2,89,525.13 |
| 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) | 12.74 | cum | 9,561.7 ₹1,21,796.93 | 7,908 ₹1,00,732.1 Lowest | 9,563.78 ₹1,21,823.43 |
| 1.01 | OD535418/2025-2026:Supplying and providing ready made GI name board with all conveyance, labour and hire
charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer
frame, 0.6 mm thick iron sheet of size 90x60 cm 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 | 2,754 ₹2,754 | 2,318 ₹2,318 Lowest | 3,004 ₹3,004 |
Tender Value
₹16.9 L
EMD Value
₹42,365
Closing Date
28 May 2026, 5:00 pmClosed
ASSISTANT ENGINEER
LID EW SECTION KOPPAM
Koppam Gramapanchayath 2025 - 26 Puthankulam Avuthiyil Azhakaprakalam road Renovation -Ward 15
2026_LSGD_851034_16
1/AE/LSGD/KPM/2026-27
Open Tender
Civil Works - Roads
Item Wise
180 days
Koppam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹42,365
Yes
15 Jul 2026
19 May 2026
30 May 2026
19 May 2026
28 May 2026
19 May 2026
19 May 2026 - 28 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concreting | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1 | sqm | - | - |
| 1.002 | 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. | 1 | cum | - | - |
| 1.003 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.004 | OD535421/2025-2026: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 manually mixing by mix in place method and compacting with rammers to
achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause
408 | - | cum | - | - |
| 1.005 | OD535419/2025-2026:Flooring with interlocking paving blocks 80mm thick M 30 GRADE,over a bed of 6mm metal
filing in 50mm average thick and compacting using earth hammer/compacting ting machine
hand operated including cost and conveyance of all materials labour charges, etc complete.
Excluding cost of edge concreting (16.91.2 modified) | 1 | 1 sqm | - | - |
| 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) | 1 | cum | - | - |
| 1.007 | OD535418/2025-2026:Supplying and providing ready made GI name board with all conveyance, labour and hire
charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer
frame, 0.6 mm thick iron sheet of size 90x60 cm 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 | - | each | - | - |
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