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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.9 LAccepted-AOC MALAMAKKAVU PO KUBALLUR VIA PALAKKADOT | PALAKKAD | KERALA | 672122 | 1 | Accepted-AOC L1 | |
| 2 | 2₹6.2 L+₹25,323.16 (4.27%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹6.4 L+₹47,502.23 (8.01%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | TK. Rajan L1 | VENUGOPALAN P L2 | SUHAIB A T L3 | MOHAMMED MUSTHAFA P. L4 | PWD CONTRACTOR L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 487.2 | sqm | 11.21 ₹5,461.51 Lowest | 11.68 ₹5,690.5 | 12.1 ₹5,895.12 | 12.36 ₹6,021.79 | 12.47 ₹6,075.38 |
| 1.00 | OD45183/2026-2027: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. | 17.64 | cum | 1,639.17 ₹28,914.96 Lowest | 1,709 ₹30,146.76 | 1,770.31 ₹31,228.27 | 1,808.01 ₹31,893.3 | 1,935 ₹34,133.4 |
| 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) | 81.27 | cum | 6,694 ₹5,44,021.38 Lowest | 6,980 ₹5,67,264.6 | 7,230.19 ₹5,87,597.54 | 7,384.17 ₹6,00,111.5 | 7,449 ₹6,05,380.23 |
| 1.00 | OD45194/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (Ref DSR 51.2.3. ) with MR | 17.06 | cum | 664.64 ₹11,340.75 Lowest | 685 ₹11,688.16 | 717.81 ₹12,247.99 | 733.1 ₹12,508.89 | 731 ₹12,473.05 |
| 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. | 5.04 | cum | 46.78 ₹235.77 Lowest | 48.79 ₹245.9 | 50.53 ₹254.67 | 51.6 ₹260.06 | 52 ₹262.08 |
| 1.01 | OD76216/2026-2027:Providing and fixing 18 mm thick granite name board of any colour including lettering labour
for fixing carriage etc. complete | 0.68 | sqm | 4,685.43 ₹3,162.67 | 5,073 ₹3,424.28 | 5,060.27 ₹3,415.68 | 5,168.03 ₹3,488.42 | 2,516 ₹1,698.3 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
10 Aug 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHYATH OFFICE PALAKKAD
Annual Plan-DP-PKD-2026-27- KAPPUR DIVISION - SIVASHETHARAM M U N D U R K O D E S A N K A T H E M SAMAGRAVIKASANAM IN ANAKKARA GP
2026_LSGD_863060_15
02/AEE/2026-27 DT-28.07.2026
Open Tender
Civil Works - Others
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,185
Yes
24 Sept 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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 | OD45183/2026-2027: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 | - | - |
| 1.003 | 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 | OD45194/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (Ref DSR 51.2.3. ) with MR | 1 | cum | - | - |
| 1.005 | 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. | - | cum | - | - |
| 1.006 | OD76216/2026-2027:Providing and fixing 18 mm thick granite name board of any colour including lettering labour
for fixing carriage etc. complete | - | sqm | - | - |
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