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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.2 LAccepted-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | ₹3.2 L | 1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | 2₹3.2 L+₹175.05 (0.06%)Rejected-AOC | ₹3.2 L+₹175.05 (0.06%) | 2 | Rejected-AOC HIGHER RATE |
| 3 | Rejected-Technical | - | - | Rejected-Technical HIGHLY QUATED |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L1 | SHAN C.V. L2 | SHAJI P V L3 |
|---|---|---|---|---|---|---|
| 1.00pond side construction | ||||||
| 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 | 24.8 | cum | 359.73 ₹8,921.3 | 358.6 ₹8,893.28 Lowest | 380 ₹9,424 |
| 1.00 | OD436366/2025-2026: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 | 17 | hour | 455.83 ₹7,749.11 | 454.39 ₹7,724.63 Lowest | 470 ₹7,990 |
| 1.00 | OD436367/2025-2026:DR packing under foundation ,Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete asper the direction of
Departmental officers at site | 9.92 | cum | 3,091 ₹30,662.72 | 2,957.9 ₹29,342.37 Lowest | 3,120 ₹30,950.4 |
| 1.00 | OD436370/2025-2026: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. .(Modified Data 60.7.1) | 49.32 | cum | 3,825 ₹1,88,649 Lowest | 3,861.64 ₹1,90,456.08 | 4,020 ₹1,98,266.4 |
| 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 | 9.6 | sqm | 386.16 ₹3,707.14 | 384.96 ₹3,695.62 Lowest | 400 ₹3,840 |
| 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 | 168 | kilogram | 112.43 ₹18,888.24 | 112.05 ₹18,824.4 Lowest | 130 ₹21,840 |
| 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) | 3.36 | cum | 10,488.77 ₹35,242.27 | 10,456.19 ₹35,132.8 Lowest | 10,600 ₹35,616 |
| 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. | 24.8 | cum | 318.46 ₹7,897.81 | 317.41 ₹7,871.77 Lowest | 395 ₹9,796 |
| 1.01 | 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. | 127.14 | kilogram | 116.67 ₹14,833.42 | 116.29 ₹14,785.11 Lowest | 150 ₹19,071 |
Tender Value
₹3.2 L
EMD Value
₹7,943
Closing Date
6 Jul 2026, 3:00 pmClosed
AE
Office of the Assistant Engineer LIDEW Kodungalloor municipality
RE Annual Plan 2024 25 Kodungallur Municipality Pro No 463 25 Recast General Civil Work Construction of side protection wall to pond at Chaithanya road in ward 36
2026_LSGD_857997_8
2/26-27
Open Tender
Civil Works - Roads
Item Rate
Office of the Assistant Engineer LIDEW Kodungall
Please refer Tender documents.
7 documents required · 7 mandatory
₹700
Yes
₹7,943
Yes
20 Aug 2026
29 Jun 2026
8 Jul 2026
29 Jun 2026
6 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1pond side construction | |||||
| 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 | OD436366/2025-2026: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 | - | hour | - | - |
| 1.003 | OD436367/2025-2026:DR packing under foundation ,Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete asper the direction of
Departmental officers at site | - | cum | - | - |
| 1.004 | OD436370/2025-2026: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. .(Modified Data 60.7.1) | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 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 | 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. | - | kilogram | - | - |
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