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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83,821.38Accepted-AOC | ₹83,821.38 | L1 | Accepted-AOC L1 |
| 2 | L2₹84,600.89Rejected-AOC | ₹84,600.89 | L2 | Rejected-AOC L2 |
| 3 | L3₹90,254.57Rejected-AOC | ₹90,254.57 | L3 | Rejected-AOC L3 |
| 4 | L4₹97,676.01Rejected-AOC | ₹97,676.01 | L4 | Rejected-AOC L4 |
| 5 | L5₹1.6 LRejected-AOC | ₹1.6 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | PAULSON.K.T L2 | REJI JOSEPH L4 | Linto Varghese L3 | MEETHEEN KUNJU P K L5 | BENNY K T L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Rectification | ||||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 6 | sqm | 9 ₹54 | 9 ₹54 | 9.2 ₹55.20 | 1,300 ₹7,800 | 9.17 ₹55.02 |
| 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) | 0.21 | cum | 1,554 ₹323.23 | 1,554 ₹323.23 | 1,536.7 ₹319.63 | 8,000 ₹1,664 | 1,538.88 ₹320.09 |
| 1.00 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | 1.8 | sqm | 443 ₹797.40 | 443 ₹797.40 | 439.2 ₹790.56 | 1,500 ₹2,700 | 439.06 ₹790.31 |
| 1.00 | 15.43.1:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Water bound macadam road | 1.8 | sqm | 225 ₹405 | 225 ₹405 | 223.4 ₹402.12 | 1,400 ₹2,520 | 223.02 ₹401.44 |
| 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 | 8.59 | cum | 257 ₹2,208.14 | 257 ₹2,208.14 | 260.5 ₹2,238.22 | 1,300 ₹11,169.60 | 255.05 ₹2,191.39 |
| 1.01 | 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) | 0.91 | cum | 7,932 ₹7,233.98 | 7,932 ₹7,233.98 | 8,293.1 ₹7,563.31 | 1,200 ₹1,094.40 | 7,853.56 ₹7,162.45 |
| 1.01 | 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. | 1.53 | cum | 757 ₹1,158.21 | 757 ₹1,158.21 | 748.6 ₹1,145.36 | 1,840 ₹2,815.20 | 749.94 ₹1,147.41 |
| 1.01 | 16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 6.8 | sqm | 1,030 ₹7,004 | 1,030 ₹7,004 | 1,045.9 ₹7,112.12 | 1,285 ₹8,738 | 1,020.4 ₹6,938.72 |
| 1.01 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 0.92 | cum | 1,715 ₹1,574.37 | 1,715 ₹1,574.37 | 1,789.6 ₹1,642.85 | 10,000 ₹9,180 | 1,698.72 ₹1,559.42 |
Tender Value
₹84,669
EMD Value
₹2,117
Closing Date
24 Mar 2026, 4:00 pmClosed
Assistant Executive Engineer
o/o Assistant Executive Engineer,Irriga Subdiv2
spout rectification
2026_Irrig_847318_1
IRR/PII/TR/533/2026_5_1_1/1
Open Tender
Civil Works - Canal
90 days
kalady
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹2,117
Yes
29 May 2026
13 Mar 2026
25 Mar 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
13 Mar 2026 - 24 Mar 2026
Rectification
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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)
15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
15.43.1:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Water bound macadam road
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
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)
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.
16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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.
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
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
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
50.18.9.10.1:Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2
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