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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | ₹2.4 L | L1 | Accepted-AOC Accepted Vide Resolution No.21 dtd.12.05.2026 of Kunnamkulam Municipality |
| 2 | L2₹2.5 L+₹12,898.46 (5.33%)Rejected-AOC | ₹2.5 L+₹12,898.46 (5.33%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | JEBIN PETER L1 | SUMESH.P.R L2 |
|---|---|---|---|---|---|
| 1.00compound 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 | 6.75 | cum | 359.72 ₹2,428.11 Lowest | 400 ₹2,700 |
| 1.00 | OD501742/2025-2026: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 | 6.75 | cum | 3,993.46 ₹26,955.86 Lowest | 4,150 ₹28,012.5 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.92 | cum | 8,343.49 ₹24,404.71 Lowest | 8,850 ₹25,886.25 |
| 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) | 1.59 | cum | 9,963.93 ₹15,812.76 | 1,199 ₹1,902.81 Lowest |
| 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 | 7.05 | sqm | 386.16 ₹2,722.43 Lowest | 485 ₹3,419.25 |
| 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 | 63.48 | kilogram | 112.43 ₹7,137.06 Lowest | 210 ₹13,330.8 |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 6.51 | cum | 6,831.14 ₹44,470.72 Lowest | 7,010 ₹45,635.1 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 80.6 | sqm | 369.76 ₹29,802.66 Lowest | 435 ₹35,061 |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 86.75 | sqm | 80.85 ₹7,013.74 Lowest | 110 ₹9,542.5 |
Tender Value
₹2.4 L
EMD Value
₹6,048
Closing Date
16 Mar 2026, 4:00 pmClosed
Assistant Engineer
AE Office, Kunnamkulam Municipality
Annual Plan-PR.NO.619/25-26-Maintanace of 98 number Anganwadi in ward 29
2026_LSGD_845602_2
E1-2966564/25 (T No 8)
Open Tender
Civil Works - Others
Item Rate
330 days
Kunnamkulam Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹6,048
Yes
4 Aug 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1compound 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 | OD501742/2025-2026: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 | - | cum | - | - |
| 1.003 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | 1 | kilogram | - | - |
| 1.007 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 1 | cum | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
| 1.009 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | - | sqm | - | - |
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