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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.6 LAccepted-AOC | ₹2.6 L | 1 | Accepted-AOC L1 |
| 2 | 2₹2.8 LRejected-AOC | ₹2.8 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | A R CHERIYAN L1 | BILJU JOSE L2 |
|---|---|---|---|---|---|
| 1.00Appendix A | |||||
| 1.00 | OD17069/2025-2026: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 | 36 | each | 28.52 ₹1,026.72 | 30 ₹1,080 |
| 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 | 12 | hour | 353.27 ₹4,239.24 | 373 ₹4,476 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 16.2 | cum | 278.78 ₹4,516.24 | 294 ₹4,762.80 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 6 | cum | 246.81 ₹1,480.86 | 261 ₹1,566 |
| 1.00 | 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) | 10.8 | cum | 6,147.99 ₹66,398.29 | 6,504 ₹70,243.20 |
| 1.01 | 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. | 72.6 | sqm | 650.69 ₹47,240.09 | 688 ₹49,948.80 |
| 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 | 166.76 | kg | 86.44 ₹14,414.73 | 91 ₹15,175.16 |
| 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) | 10.8 | cum | 7,722.05 ₹83,398.14 | 8,170 ₹88,236 |
| 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) | 5.58 | cum | 7,157.88 ₹39,940.97 | 7,573 ₹42,257.34 |
Tender Value
₹3.4 L
EMD Value
₹8,473
Closing Date
6 Feb 2026, 1:00 pmClosed
Geordie VG
Assistant Executive Engineer, P.V.I.P Sub. Division No.1, Bhoothathankettu, Kothamangalam
PVIP-Rectification
2026_Irrig_831810_1
IRR/PII/TR/3229/2025
Open Tender
Civil Works - Canal
180 days
Kothamangalam
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,473
Yes
1 Apr 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
Appendix A
OD17069/2025-2026: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
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
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)
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.
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)
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