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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | L1 | Accepted-AOC The work was awarded for L1 Sri. Abas VI for his negotiated value. | |
| 2 | L2₹5.6 L+₹27,817.52 (5.20%)Rejected-AOC | L2 | Rejected-AOC L2 rejected | |
| 3 | L3₹5.6 L+₹28,450.64 (5.31%)Rejected-AOC | L3 | Rejected-AOC L3 rejected |
| Sl No | Description | Qty | Unit | ABAS V I L1 | M A JOSE L3 | TOM JOHNSON L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | ||||||
| 1.00 | 3.1:Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. | 30 | cum | 472 ₹14,160 | 400 ₹12,000 Lowest | 450 ₹13,500 |
| 1.00 | 4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method | 22.5 | cum | 3,501 ₹78,772.5 | 3,400 ₹76,500 | 3,346 ₹75,285 Lowest |
| 1.00 | 55.22: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. | 300 | sqm | 1,025 ₹3,07,500 Lowest | 1,200 ₹3,60,000 | 1,146 ₹3,43,800 |
| 1.00 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | 14.01 | cum | 8,758 ₹1,22,708.34 | 7,500 ₹1,05,082.5 Lowest | 8,528 ₹1,19,485.81 |
| 2.00Name Board | ||||||
| 2.00 | 8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade | 1.2 | sqm | 4,056 ₹4,867.2 | 3,700 ₹4,440 | 3,699.5 ₹4,439.4 Lowest |
| 2.00 | 16.21:Engraving letters in hard stone | 400 | per Letter per cm height | 11.38 ₹4,552 | 9 ₹3,600 Lowest | 10.3 ₹4,120 |
| 2.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.12 | cum | 9,621 ₹1,125.66 | 8,000 ₹936 Lowest | 8,774 ₹1,026.56 |
| 2.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 0.05 | sqm | 140 ₹7.56 | 100 ₹5.4 Lowest | 127.5 ₹6.89 |
Tender Value
₹5.9 L
EMD Value
₹14,825
Closing Date
13 Jul 2026, 5:00 pmClosed
Cinimole P A
Assistant Executive Engineer,M.V.I.P Subdivision No.1, Muttom
This work is proposed to construct a road with Interlock tiles for a length of 100m and concrete for a length of 6.5m on both ends.
2026_Irrig_858980_1
IRR/PII/TR/1078/2026
Open Tender
Civil Works - Roads
Item Rate
365 days
Edavetty Grama Panchayath
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,310
Yes
₹14,825
Yes
1 Sept 2026
3 Jul 2026
15 Jul 2026
3 Jul 2026
13 Jul 2026
3 Jul 2026
3 Jul 2026 - 13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | 3.1:Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. | - | cum | - | - |
| 1.002 | 4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method | - | cum | - | - |
| 1.003 | 55.22: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. | - | sqm | - | - |
| 1.004 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | 1 | cum | - | - |
| 2Name Board | |||||
| 2.001 | 8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade | 1 | sqm | - | - |
| 2.002 | 16.21:Engraving letters in hard stone | - | per Letter per cm height | - | - |
| 2.003 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 2.004 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | - | sqm | - | - |
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