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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.6 LAccepted-AOC | ₹2.6 L | 1 | Accepted-AOC L1 |
| 2 | 2₹2.6 LRejected-AOC | ₹2.6 L | 2 | Rejected-AOC L2 |
| 3 | 3₹2.7 LRejected-AOC | ₹2.7 L | 3 | Rejected-AOC L3 |
| 4 | Rejected-Technical CHELAKUDY HOUSE KOTTAPADY P O KOTHAMANGALAM | ERNAKULAM | KERALA | 680667 | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | A R CHERIYAN L1 | P.A.PAULY L4 | byju varkey L5 | VISHNU K K L2 | BILJU JOSE L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A | ||||||||
| 1.00 | OD17068/2025-2026:Providing and placing empty cement bags filled with available earth/clay including all labour charges etc complete as per the direction of officers at site | 40 | each | 28.52 ₹1,140.80 | 30.22 ₹1,208.80 | 32 ₹1,280 | 28.77 ₹1,150.80 | 29 ₹1,160 |
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 10 | hour | 353.27 ₹3,532.70 | 374.4 ₹3,744 | 400 ₹4,000 | 356.45 ₹3,564.50 | 364 ₹3,640 |
| 1.00 | 60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 18.75 | cum | 565.28 ₹10,599 | 599.12 ₹11,233.50 | 640 ₹12,000 | 570.38 ₹10,694.63 | 583 ₹10,931.25 |
| 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) | 0.99 | cum | 1,950.62 ₹1,931.11 | 2,067.4 ₹2,046.73 | 2,214 ₹2,191.86 | 1,968.23 ₹1,948.55 | 2,013 ₹1,992.87 |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 2.62 | cum | 1,204.68 ₹3,162.29 | 1,276.8 ₹3,351.60 | 1,367 ₹3,588.38 | 1,215.56 ₹3,190.85 | 1,243 ₹3,262.88 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 24.22 | sqm | 299.27 ₹7,248.32 | 317.19 ₹7,682.34 | 339 ₹8,210.58 | 301.97 ₹7,313.71 | 308 ₹7,459.76 |
| 1.01 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 386.98 | kg | 86.44 ₹33,450.72 | 91.6 ₹35,447.55 | 97 ₹37,537.25 | 87.22 ₹33,752.57 | 89 ₹34,441.40 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 13.77 | cum | 7,722.05 ₹1.1 L | 8,184.3 ₹1.1 L | 8,767 ₹1.2 L | 7,791.79 ₹1.1 L | 7,971 ₹1.1 L |
| 1.01 | 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) | 8.71 | cum | 7,157.88 ₹62,366.61 | 7,586.42 ₹66,100.48 | 8,126 ₹70,801.84 | 7,222.52 ₹62,929.82 | 7,388 ₹64,371.64 |
Tender Value
₹3.4 L
EMD Value
₹8,468
Closing Date
7 Feb 2026, 1:00 pmClosed
Geordie VG
Assistant Executive Engineer, P.V.I.P Sub. Division No.1, Bhoothathankettu, Kothamangalam
PVIP-Rectification
2026_Irrig_832462_1
IRR/PII/TR/3230/2025
Open Tender
Civil Works - Canal
180 days
Kothamangalam
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,468
Yes
1 Apr 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
7 Feb 2026
2 Feb 2026
Appendix A
OD17068/2025-2026:Providing and placing empty cement bags filled with available earth/clay including all labour charges etc complete as per the direction of officers at site
60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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)
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
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