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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance CHERUVALATH KUNNUMMAL ERAVANNUR MADAVOOR KOZHIKODE 673585 | KOZHIKODE | KERALA | 673585 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.9 L+₹49,957.93 (14.8%)Admitted-Fee/PreQual/Technical/Finance 1003 SUB TREASURY DEVIKULAM | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.2 L+₹80,007.45 (23.7%)Admitted-Fee/PreQual/Technical/Finance PERAMBRA KERALA | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJAN L2 | NAVAS CK L1 | C K AMMED L3 |
|---|---|---|---|---|---|---|
| 1.00Road Work | ||||||
| 1.00 | 3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 35.91 | cum | 32.01 ₹1,149.48 Lowest | 50 ₹1,795.5 | 34.5 ₹1,238.9 |
| 1.00 | 4.1.A.2:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method | 23.94 | cum | 3,271.7 ₹78,324.5 | 2,000 ₹47,880 Lowest | 3,525.54 ₹84,401.43 |
| 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 | 35.91 | cum | 7,677.75 ₹2,75,708 | 7,000 ₹2,51,370 Lowest | 8,273.44 ₹2,97,099.23 |
| 1.00 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 50.1 | sqm | 53.37 ₹2,673.84 Lowest | 200 ₹10,020 | 57.5 ₹2,880.75 |
| 2.00Guard stone | ||||||
| 2.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1.73 | cum | 219.59 ₹379.45 | 200 ₹345.6 Lowest | 236.63 ₹408.9 |
| 2.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 68.26 | kilogram | 95.82 ₹6,540.29 | 87 ₹5,938.27 Lowest | 103.26 ₹7,048.11 |
| 2.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.51 | cum | 6,761.88 ₹10,223.96 Lowest | 6,800 ₹10,281.6 | 7,286.51 ₹11,017.2 |
| 2.00 | 5.12:Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) | 0.97 | cum | 10,339.97 ₹10,050.45 | 7,600 ₹7,387.2 Lowest | 11,142.21 ₹10,830.23 |
Tender Value
₹4.2 L
EMD Value
₹10,434
Closing Date
30 Jun 2026, 6:00 pmClosed
Assistant Executive Engineer KYIP O and M Sub Divi
Assistant Executive Engineer KYIP O and M Sub Division peruvannamuzhi
DEPOSIT DEPOSIT 2025 26 Eranjilott thazham Mannarkkathoot Canal road Phase II in Nanminda Grama Panchayth Canal Inspection road b w Ch 18 511Km and 18 650 of KBC General Civil Work
2026_Irrig_857317_1
IRR/PI/TR/5327/2025_5_4_3/1
Open Tender
Civil Works - Others
Item Rate
180 days
Cheekkilode
Please refer Tender documents.
8 documents required · 8 mandatory
₹920
Yes
₹10,434
Yes
6 Jul 2026
23 Jun 2026
2 Jul 2026
23 Jun 2026
30 Jun 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Work | |||||
| 1.001 | 3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 1 | cum | - | - |
| 1.002 | 4.1.A.2:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | - | sqm | - | - |
| 2Guard stone | |||||
| 2.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 2.002 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 0.4 | kilogram | - | - |
| 2.003 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 2.004 | 5.12:Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
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