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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-AOC | ₹12.0 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹12.3 LRejected-AOC MANJAPRA 683 581 EKM DIST | ERNAKULAM | KERALA | 683581 | ₹12.3 L | L2 | Rejected-AOC Second Lowest bidder |
| 3 | L3₹12.7 LRejected-AOC | ₹12.7 L | L3 | Rejected-AOC Third Lowest bidder |
| Sl No | Description | Qty | Unit | P. RAMESAN L3 | SANEESH KURIAKOSE L2 | RAJAPPAN.K.K L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix A - 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) | 0.76 | cum | 2,516.93 ₹1,902.80 | 2,443.94 ₹1,847.62 | 2,388.56 ₹1,805.75 |
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 4.39 | cum | 757.52 ₹3,324 | 735.55 ₹3,227.59 | 718.88 ₹3,154.45 |
| 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 | 183.78 | cum | 359.72 ₹66,109.34 | 349.29 ₹64,192.52 | 341.37 ₹62,736.98 |
| 1.00 | 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 | 230.16 | cum | 3,993.46 ₹9.2 L | 3,877.65 ₹8.9 L | 3,789.79 ₹8.7 L |
| 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. | 50.16 | sqm | 839.6 ₹42,114.34 | 815.25 ₹40,892.94 | 796.78 ₹39,966.48 |
| 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) | 11.31 | cum | 10,488.77 ₹1.2 L | 10,184.6 ₹1.2 L | 9,953.84 ₹1.1 L |
| 1.01 | 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 | 463.71 | kilogram | 112.43 ₹52,134.92 | 109.17 ₹50,623.22 | 106.69 ₹49,473.22 |
| 1.01 | 13.3.1:20 mm cement plaster of mix:1:4 (1 cement : 4 fine sand) | 124.3 | sqm | 504.33 ₹62,688.22 | 489.7 ₹60,869.71 | 478.6 ₹59,489.98 |
Updated dates
Tender Value
₹12.7 L
EMD Value
₹31,651
Closing Date
20 May 2026, 12:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer PVIP Sub Division no 2 Perumbavoor
GENERAL-PVIP-Rectification works to the right and left side walls of Koovappady MD between Ch.2/960km and 3/037km-General Civil Work
2026_Irrig_850687_1
IRR/PII/TR/801/2024_5_4_3/1
Open Tender
Civil Works - Canal
180 days
Koovappady
Please refer tender documents
8 documents required · 8 mandatory
₹2,760
Yes
₹31,651
Yes
8 Jun 2026
13 May 2026
21 May 2026
13 May 2026
20 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Appendix A - 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) | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | 0.4 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 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. | 1 | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 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) | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | kilogram | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 13.3.1:20 mm cement plaster of mix:1:4 (1 cement : 4 fine sand) | 1 | sqm | - | - | BI01010001010000000000000515BI0100001121 |
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