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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC KERALA | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KUTTILAVALAPPIL HOUSE KIZHIKKARA OTHALLUR P O MALAPPURAM 679591 | MALAPPURAM | MALAPPURAM | KERALA | 679591 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MANOJ KUMAR T V L1 | RAFEEQUE K A L2 |
|---|---|---|---|---|---|
| 1.00side protection | |||||
| 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 | 15.01 | cum | 330.41 ₹4,958.79 Lowest | 350 ₹5,252.8 |
| 1.00 | OD462589/2025-2026: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 | 55.25 | cum | 3,668.07 ₹2,02,646.2 Lowest | 3,680 ₹2,03,305.28 |
| 1.00 | 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) | 1.09 | cum | 8,483.41 ₹9,229.95 Lowest | 8,500 ₹9,248 |
| 1.00 | 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) | 3.26 | cum | 9,634.13 ₹31,436.17 Lowest | 9,650 ₹31,487.95 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 13.05 | sqm | 354.69 ₹4,628.7 Lowest | 370 ₹4,828.5 |
| 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 | 221.88 | kilogram | 103.26 ₹22,911.74 Lowest | 110 ₹24,407.24 |
| 2.00ROAD CONCRETING | |||||
| 2.00 | OD462587/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 45 | sqm | 33 ₹1,485 Lowest | 40 ₹1,800 |
| 2.00 | OD462588/2025-2026: Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 4.5 | cum | 944 ₹4,248 Lowest | 1,000 ₹4,500 |
Tender Value
₹3.4 L
EMD Value
₹8,465
Closing Date
26 Feb 2026, 3:00 pmClosed
ASSISTANT ENGINEER KALADY GP
ASSISTANT ENGINEER KALADY GP
Pro.No322/26 RENOVATION OF KIZHIKKATTIL THODU SECOND REACH
2026_LSGD_837359_3
08/AE/LID EW/KLDY/TN/25-26
Open Tender
Civil Works - Water Works
Item Rate
KALADI GRAMAPANCHAYAT OFFICE
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,465
Yes
18 Mar 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
side protection
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
OD462589/2025-2026: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
4.1.3: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)
5.1.2: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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
ROAD CONCRETING
OD462587/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD462588/2025-2026: Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD462586/2025-2026:Modi Data of 75.8.1: Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course specification (Excluding form work) (i) Nominal mix (1:2:4)
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