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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-Finance | ₹1.4 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical KAPPUR GRAMA PANCHAYATH | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical KOOMBRA POOLAKKAPARAMBIL H MALA PATTITHARA GRAMA PANCHAYATH | PALAKKAD | KERALA | 678001 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MUHAMMED ABDURAHIMAN P V L3 | MUHAMMED ASHIF.K.P L2 | RASIYA P M L1 |
|---|---|---|---|---|---|---|
| 1.00Road concreting | ||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.01 | Hectare | 41,755.7 ₹375.8 | 40,498 ₹364.48 | 39,603.64 ₹356.43 Lowest |
| 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. | 1.3 | cum | 59.27 ₹77.05 | 57.4 ₹74.62 | 56.21 ₹73.07 Lowest |
| 1.00 | OD117358/2026-2027: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. | 9.75 | cum | 2,076.37 ₹20,244.61 | 2,013 ₹19,626.75 | 1,969.35 ₹19,201.16 Lowest |
| 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) | 14.62 | cum | 8,480.18 ₹1,24,022.63 | 8,224 ₹1,20,276 | 8,043.11 ₹1,17,630.48 Lowest |
| 1.00 | OD117357/2026-2027:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | 1 | each | 4,239.98 ₹4,239.98 | 3,728 ₹3,728 Lowest | 4,021.45 ₹4,021.45 |
Tender Value
₹2 L
EMD Value
₹5,000
Closing Date
16 Sept 2026, 4:00 pmClosed
Chandradasan KK
Block Development Officer, Thrithala
MPLADS 25-26-Kokkad Padinjarangadi Chungath Pathway Concreting Pattithara GP
2026_CRD_867981_3
B-800/26
Open Tender
Civil Works - Roads
Item Rate
120 days
Pattithara GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹555
Yes
₹5,000
Yes
22 Sept 2026
7 Sept 2026
18 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concreting | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.01 | Hectare | - | - |
| 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. | 1.3 | cum | - | - |
| 1.003 | OD117358/2026-2027: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. | 9.75 | cum | - | - |
| 1.004 | 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) | 14.63 | cum | - | - |
| 1.005 | OD117357/2026-2027:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | 1 | each | - | - |
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