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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC AOC SummaryAccepted Vide Resolution No.15 dtd. 21/02/2026 of Vakathanam GP. |
| 2 | L2₹2.6 LRejected-AOC KOLATH NILAPOLA P O | KERALA | ₹2.6 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | JACOB GEORGE L2 | SIBICHAN JOHN L1 |
|---|---|---|---|---|---|
| 1.00Side Peotection | |||||
| 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 | 7.2 | cum | 365 ₹2,628 | 359.72 ₹2,589.98 |
| 1.00 | OD398339/2025-2026:DRY RUBBLE MASONRY _ Dry rubble masonry with hard stone, in foundation and
superstructure including packing to compactness to lines and levels, cost and conveyance of all
materials labour charges etc. complete as per approved drawing and relevant technical
specifications. | 8.1 | cum | 3,170 ₹25,677 | 3,164.05 ₹25,628.81 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.99 | cum | 7,940 ₹7,860.6 | 7,932.89 ₹7,853.56 |
| 1.00 | 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 | 9.72 | cum | 6,840 ₹66,484.8 | 6,831.14 ₹66,398.68 |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 133.68 | sqm | 375 ₹50,130 | 369.76 ₹49,429.52 |
| 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 | 133.68 | sqm | 85 ₹11,362.8 | 80.85 ₹10,808.03 |
| 1.01 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 133.68 | sqm | 175 ₹23,394 | 172.88 ₹23,110.6 |
| 1.01 | 16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade | 14.4 | sqm | 1,140 ₹16,416 | 1,130.68 ₹16,281.79 |
| 1.01 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | 92.1 | kg | 200 ₹18,420 | 194.27 ₹17,892.27 |
Tender Value
₹2.5 L
EMD Value
₹6,341
Closing Date
19 Feb 2026, 1:30 pmClosed
Assistant Engineer
Office of Assistant Engineer, LSGD Section, Vakathanam Grama Panchayat
Annual Plan-307/VKM/25-26 Construction of side protection wall for Anganawadi Centre No. 86 -Vakathanam GP-General Civil Work
2026_LSGD_834705_5
09/AE/LSGD/VKM/25-26/E-TENDER
Open Tender
Civil Works - Others
Vakathanam GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹560
Yes
₹6,341
Yes
21 Apr 2026
9 Feb 2026
19 Feb 2026
9 Feb 2026
19 Feb 2026
9 Feb 2026
Side Peotection
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
OD398339/2025-2026:DRY RUBBLE MASONRY _ Dry rubble masonry with hard stone, in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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