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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC L1 |
| 2 | L3₹4.3 L+₹15,893.32 (3.82%)Rejected-Finance MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | ₹4.3 L+₹15,893.32 (3.82%) | L3 | Rejected-Finance L3 |
| 3 | L4₹4.3 L+₹17,273.20 (4.15%)Rejected-Finance PARAMBIL HOUSE KONDURKKAR PO AE | KOTTAYAM | KERALA | 686102 | ₹4.3 L+₹17,273.20 (4.15%) | L4 | Rejected-Finance L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MANSOOR P M L4 | VISHNUJITH.M L3 | Manikandan.M L2 | Musthafa K P L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD PAVING BLOCK LAYING | |||||||
| 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. | 270 | sqm | 13.65 ₹3,685.5 | 13.61 ₹3,674.7 | 13.33 ₹3,599.1 | 13 ₹3,510 Lowest |
| 1.00 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 38.52 | cum | 2,117.91 ₹81,581.89 | 2,111.4 ₹81,331.13 | 2,069.72 ₹79,725.61 | 2,033.7 ₹78,338.12 Lowest |
| 1.00 | OD517420/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 156 | sqm | 1,094.15 ₹1,70,687.4 | 1,090.55 ₹1,70,125.8 | 1,069.26 ₹1,66,804.56 | 1,050.6 ₹1,63,893.6 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) | 20.57 | cum | 8,154.05 ₹1,67,688.04 | 8,128.55 ₹1,67,163.63 | 7,968.51 ₹1,63,872.41 | 7,829.8 ₹1,61,019.84 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 14.85 | cum | 554.47 ₹8,233.88 | 552.79 ₹8,208.93 | 541.86 ₹8,046.62 | 532.4 ₹7,906.14 Lowest |
| 1.01 | OD517511/2025-2026:Name board (MORD):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, 0.6mm 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 | 0.68 | sqm | 2,390.91 ₹1,613.86 | 2,380 ₹1,606.5 | 2,336.5 ₹1,577.14 | 2,295.8 ₹1,549.67 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,712
Closing Date
21 Mar 2026, 5:00 pmClosed
Asst. Executive Engineer, Pattambi Block
O/o Asst. Executive Engineer, Pattambi Block
Annual Plan-PATTAMBI BLOCK PANCHAYATH 2025-26 Chembra Kolappurathody Road Interlock Paving in Thiruveghappura GP NO.199/2025-26-General Civil Work
2026_LSGD_846566_5
08/2025-26/AEE/LIDEW/PTB
Open Tender
Civil Works - Roads
Item Rate
PATTAMBI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,712
Yes
23 Sept 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD PAVING BLOCK LAYING | |||||
| 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. | 270 | sqm | - | - |
| 1.002 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 38.52 | cum | - | - |
| 1.003 | OD517420/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 156 | sqm | - | - |
| 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) | 20.57 | cum | - | - |
| 1.005 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 14.85 | cum | - | - |
| 1.006 | OD517511/2025-2026:Name board (MORD):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, 0.6mm 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 | 0.68 | sqm | - | - |
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