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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAdmitted-Technical 22045 R 100 M S PANJIPILLAI GINDADA P O KERALA | IDUKKI | KERALA | 685501 | ₹2.4 L | L1 | Admitted-Technical L1 |
| 2 | L2₹2.4 L+₹2,497.17 (1.05%)Rejected-Technical PUTHUVILA VEEDU EZHUKONE | ALAPPUZHA | KERALA | 686102 | ₹2.4 L+₹2,497.17 (1.05%) | L2 | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Baiju L1 | PAVANAN N L2 |
|---|---|---|---|---|---|
| 1.00construction of compound wall | |||||
| 1.00 | OD88514/2026-2027:Labour or coolie engaged for dismantling damaged compound wall/refixing gate including all charges etc complete. | 6 | each | 1,014 ₹6,084 Lowest | 1,024 ₹6,144 |
| 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 | 1.12 | cum | 336 ₹378 Lowest | 340 ₹382.5 |
| 1.00 | 4.1.6: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 40 mm nominal size derived from natural sources) | 13.55 | cum | 7,837 ₹1,06,175.68 Lowest | 7,912 ₹1,07,191.78 |
| 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 | 74.38 | sqm | 360 ₹26,776.8 Lowest | 365 ₹27,148.7 |
| 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) | 0.55 | cum | 8,653 ₹4,750.5 Lowest | 8,736 ₹4,796.06 |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 5.91 | cum | 7,227 ₹42,740.48 Lowest | 7,296 ₹43,148.54 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 81.96 | sqm | 346 ₹28,357.47 Lowest | 349 ₹28,603.34 |
| 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 | 71.36 | sqm | 75 ₹5,351.85 Lowest | 76 ₹5,423.21 |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 77.16 | kg | 165 ₹12,731.4 Lowest | 168 ₹12,962.88 |
Tender Value
₹2.5 L
EMD Value
₹6,349
Closing Date
15 Sept 2026, 12:00 pmClosed
AE,LSGD
AE,LSGD
Annual Plan Ezhukone GP Maintanance compound wall constrution of eeliyodu anganwady No 67
2026_LSGD_867454_1
AE/LSGD/EZN/T2/26-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Ezhukone
Please refer Tender documents.
7 documents required · 7 mandatory
₹661
Yes
₹6,349
Yes
19 Sept 2026
5 Sept 2026
16 Sept 2026
5 Sept 2026
15 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1construction of compound wall | |||||
| 1.001 | OD88514/2026-2027:Labour or coolie engaged for dismantling damaged compound wall/refixing gate including all charges etc complete. | 6 | each | - | - |
| 1.002 | 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 | 1.13 | cum | - | - |
| 1.003 | 4.1.6: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 40 mm nominal size derived from natural sources) | 13.55 | cum | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 74.38 | sqm | - | - |
| 1.005 | 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) | 0.55 | cum | - | - |
| 1.006 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 5.91 | cum | - | - |
| 1.007 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 81.96 | sqm | - | - |
| 1.008 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 71.36 | sqm | - | - |
| 1.009 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 77.16 | kg | - | - |
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