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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | ₹2.3 L | L1 | Accepted-AOC Accepted as per Agreement executed |
| 2 | L2₹2.3 L+₹2,810.75 (1.24%)Rejected-AOC | ₹2.3 L+₹2,810.75 (1.24%) | L2 | Rejected-AOC Rejected as per Agreement executed |
| 3 | Rejected-Technical | - | - | Rejected-Technical 238032.90 |
| 4 | Rejected-Technical | - | - | Rejected-Technical 254834.25 |
| 5 | Rejected-Technical | - | - | Rejected-Technical 268314.15 |
| Sl No | Description | Qty | Unit | AMEERALI P L1 | SANTHOSH K T L3 | ANWAR CONSTRUCTION L4 | MUHAMMED SHAFI P.A. L5 | MUHAMMED ALI P.S. L7 | MOHAMMED MUSTHAFA P. L6 | ALSHAD M L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Concreting | ||||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 55.8 | cum | 44.78 ₹2,498.72 Lowest | 53 ₹2,957.4 | 46 ₹2,566.8 | 47.53 ₹2,652.17 | 52.95 ₹2,954.61 | 50.29 ₹2,806.18 | 45.33 ₹2,529.41 |
| 1.00 | OD549755/2025-2026: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 | 27.9 | cum | 1,568.93 ₹43,773.15 | 1,010 ₹28,179 Lowest | 1,646 ₹45,923.4 | 1,665.4 ₹46,464.66 | 1,855.07 ₹51,756.45 | 1,761.88 ₹49,156.45 | 1,588.36 ₹44,315.24 |
| 1.00 | 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) | 27.9 | cum | 6,407.71 ₹1,78,775.11 Lowest | 7,171 ₹2,00,070.9 | 6,723 ₹1,87,571.7 | 6,801.73 ₹1,89,768.27 | 7,576.4 ₹2,11,381.56 | 7,195.76 ₹2,00,761.7 | 6,487.09 ₹1,80,989.81 |
| 1.00 | OD549756/2025-2026: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 | 1,878.85 ₹1,878.85 | 1,700 ₹1,700 Lowest | 1,971 ₹1,971 | 1,994.38 ₹1,994.38 | 2,221.53 ₹2,221.53 | 2,109.92 ₹2,109.92 | 1,902.12 ₹1,902.12 |
Tender Value
₹3.4 L
EMD Value
₹8,467
Closing Date
28 May 2026, 5:00 pmClosed
ASSISTANT ENGINEER
LID EW SECTION KOPPAM
Koppam Gramapanchayath 2025-26 WARD 16 KIZHAKKEMADAM ROAD RENOVATION -Project no-116/26
2026_LSGD_851034_1
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
₹750
Yes
₹8,467
Yes
13 Aug 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 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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 | - | - |
| 1.002 | OD549755/2025-2026: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 | 1 | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | OD549756/2025-2026: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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