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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.1 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical OTHER THAN L1 | |
| 3 | Rejected-Technical | - | Rejected-Technical OTHER THAN L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical OTHER THAN L1 |
| Sl No | Description | Qty | Unit | mv co L3 | SYAMKUMAR L4 | govind L1 | Mathew Varughese Purackal L2 |
|---|---|---|---|---|---|---|---|
| 1.00retaining wall | |||||||
| 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 | 54 | cum | 359.72 ₹19,424.88 | 375 ₹20,250 | 325 ₹17,550 Lowest | 359 ₹19,386 |
| 1.00 | OD190/2026-2027:
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 | 117 | cum | 3,993.46 ₹4,67,234.82 | 4,250 ₹4,97,250 | 3,760 ₹4,39,920 Lowest | 3,913 ₹4,57,821 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 24.24 | sqm | 386.16 ₹9,360.52 | 400 ₹9,696 | 350 ₹8,484 Lowest | 386 ₹9,356.64 |
| 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 | 331.8 | kilogram | 112.43 ₹37,304.27 | 115 ₹38,157 | 105 ₹34,839 Lowest | 112 ₹37,161.6 |
| 1.00 | 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) | 7.2 | cum | 9,963.93 ₹71,740.3 | 9,980 ₹71,856 | 9,390 ₹67,608 Lowest | 9,963 ₹71,733.6 |
| 1.01 | OD215/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 10 | metre | 1,495.56 ₹14,955.6 | 1,500 ₹15,000 | 1,400 ₹14,000 | 1,361 ₹13,610 Lowest |
| 1.01 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 20 | hour | 345.54 ₹6,910.8 | 350 ₹7,000 | 320 ₹6,400 | 314 ₹6,280 Lowest |
| 1.01 | 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. | 54 | cum | 318.47 ₹17,197.38 | 325 ₹17,550 | 300 ₹16,200 | 290 ₹15,660 Lowest |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( 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 as per direction of site Engineer-in-charge | 8.4 | cum | 729.39 ₹6,126.88 | 750 ₹6,300 | 670 ₹5,628 Lowest | 729 ₹6,123.6 |
Tender Value
₹7.6 L
EMD Value
₹18,937
Closing Date
18 Aug 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer Engineering Division KAU
Construction of Embankment wall along the dewatering channel to maintain the structural stability of the Existing Agricultural Engineering Workshop Building and laying interlock paver block around the building at MSSRRS Moncompu
2026_KAU_852990_3
01/2026-27
Open Tender
Civil Works - Others
Item Rate
365 days
Executive Engineer
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,790
₹18,937
30 Sept 2026
28 Jul 2026
19 Aug 2026
28 Jul 2026
18 Aug 2026
28 Jul 2026
28 Jul 2026 - 18 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1retaining wall | |||||
| 1.001 | 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 | - | - |
| 1.002 | OD190/2026-2027:
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 | - | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 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 | - | kilogram | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | OD215/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | - | metre | - | - |
| 1.007 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | - | hour | - | - |
| 1.008 | 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. | - | cum | - | - |
| 1.009 | 50.2.25.1:Filling with contractor's own earth ( 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 as per direction of site Engineer-in-charge | - | cum | - | - |
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