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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹14.1 L+₹28,108.04 (2.03%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹15.2 L+₹1.4 L (9.83%)Admitted-Fee/PreQual/Technical/Finance PLATHOTTATHIL HOUSE KALLADIKODE PALAKKAD | PALAKKAD | PALAKKAD | KERALA | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹16.2 L+₹2.3 L (16.6%)Admitted-Fee/PreQual/Technical/Finance VALIYAPEEDIYAKKAL HOUSE THACHANPARA MUTHUKURISSI P O PALAKKADU 678593 | MUTHUKURISSI | PALAKKAD | KERALA | 678593 | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹16.2 L+₹2.3 L (16.8%)Admitted-Fee/PreQual/Technical/Finance ACHARATH HOUSE KALLADIKODE | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | C J JOY L1 | Abdul Sathar L2 | MUSTHAFA T K L7 | NASSAR.K L6 | A SUGUNANUNNI L5 | VM USMAN L4 | VENUGOPAL P R L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Canal Side Wall | ||||||||||
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 6.5 | cum | 1,888 ₹12,272 Lowest | 1,910.35 ₹12,417.28 | 2,315.57 ₹15,051.21 | 2,196 ₹14,274 | 2,187.21 ₹14,216.87 | 2,180.89 ₹14,175.79 | 2,056.33 ₹13,366.15 |
| 1.00 | 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 | 67.62 | cum | 190 ₹12,847.8 | 195.5 ₹13,219.71 | 237.01 ₹16,026.62 | 224 ₹15,146.88 | 223.88 ₹15,138.77 | 150.89 ₹10,203.18 Lowest | 210.48 ₹14,232.66 |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 43.47 | cum | 2,165 ₹94,112.55 Lowest | 2,252.1 ₹97,898.79 | 2,967.19 ₹1,28,983.75 | 2,590 ₹1,12,587.3 | 2,578.48 ₹1,12,086.53 | 2,900.78 ₹1,26,096.91 | 2,424.19 ₹1,05,379.54 |
| 1.00 | 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 | 1,807.13 | kilogram | 90 ₹1,62,641.79 | 85.3 ₹1,54,148.27 Lowest | 103.43 ₹1,86,911.56 | 98.6 ₹1,78,183.12 | 97.7 ₹1,76,556.7 | 98.65 ₹1,78,273.47 | 91.86 ₹1,66,003.05 |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 205.8 | sqm | 628 ₹1,29,242.4 Lowest | 637.25 ₹1,31,146.05 | 772.43 ₹1,58,966.09 | 732 ₹1,50,645.6 | 729.61 ₹1,50,153.74 | 650.56 ₹1,33,885.25 | 685.95 ₹1,41,168.51 |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 40.95 | cum | 7,860 ₹3,21,867 Lowest | 7,960.95 ₹3,26,000.9 | 9,649.66 ₹3,95,153.58 | 9,156 ₹3,74,938.2 | 9,114.74 ₹3,73,248.6 | 9,500 ₹3,89,025 | 8,569.33 ₹3,50,914.06 |
| 2.00Bund Protection wall | ||||||||||
| 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 | 33.12 | cum | 190 ₹6,292.8 | 195.5 ₹6,474.96 | 237.01 ₹7,849.77 | 224 ₹7,418.88 | 223.88 ₹7,414.91 | 118.89 ₹3,937.64 Lowest | 210.48 ₹6,971.1 |
| 2.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 97.52 | cum | 2,990 ₹2,91,584.8 Lowest | 3,031 ₹2,95,583.12 | 3,993.46 ₹3,89,442.22 | 3,485 ₹3,39,857.2 | 3,470.31 ₹3,38,424.63 | 3,540.89 ₹3,45,307.59 | 3,262.66 ₹3,18,174.6 |
Tender Value
Refer Docs
EMD Value
₹46,607
Closing Date
13 Oct 2026, 4:00 pmClosed
Executive Engineer
KPIP Division no 1 , Kanhirapuzha pin 678591
GENERAL PLAN FUND KPIP 2026 27 Mannampatta No 2 distributary New lining and protection wall work at breached portion between Ch 1 450 Km and 1 550 Km General Civil Work
2026_Irrig_875336_1
IRR/PI/TR/2476/2026_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
365 days
Kanhirapuzha
Please Refer Tender Document
11 documents required · 11 mandatory
₹2,760
₹46,607
Yes
16 Oct 2026
3 Oct 2026
15 Oct 2026
3 Oct 2026
13 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Canal Side Wall | |||||
| 1.001 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 6.5 | cum | - | - |
| 1.002 | 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 | 67.62 | cum | - | - |
| 1.003 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 43.47 | cum | - | - |
| 1.004 | 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 | 1,807.13 | kilogram | - | - |
| 1.005 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 205.8 | sqm | - | - |
| 1.006 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 40.95 | cum | - | - |
| 2Bund Protection wall | |||||
| 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 | 33.12 | cum | - | - |
| 2.002 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 97.52 | cum | - | - |
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