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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.0 LSame as L1Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | krishnankutty k L2 | SASIKUMAR U L1 |
|---|---|---|---|---|---|
| 1.00Building Maintenance | |||||
| 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 | 2.43 | cum | 410 ₹996.3 | 359.72 ₹874.12 Lowest |
| 1.00 | OD157330/2026-2027:DRY RUBBLE MASONRY _ Random 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. | 2.43 | cum | 4,050 ₹9,841.5 | 3,993.46 ₹9,704.11 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 | 2.4 | sqm | 430 ₹1,032 | 386.16 ₹926.78 Lowest |
| 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) | 0.54 | cum | 10,530 ₹5,686.2 | 10,488.77 ₹5,663.94 Lowest |
| 1.00 | 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 | 43.2 | kilogram | 132 ₹5,702.4 | 112.43 ₹4,856.98 Lowest |
| 1.01 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 2.16 | cum | 6,860 ₹14,817.6 | 6,809.04 ₹14,707.53 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 145.74 | sqm | 410 ₹59,753.4 | 369.76 ₹53,888.82 Lowest |
| 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 | 181.74 | sqm | 100 ₹18,174 | 80.85 ₹14,693.68 Lowest |
| 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 | 181.74 | sqm | 230 ₹41,800.2 | 172.88 ₹31,419.21 Lowest |
Tender Value
₹3.0 L
EMD Value
₹7,403
Closing Date
14 Sept 2026, 6:00 pmClosed
Assistant Engineer
LID EW Section Kuthanur GP
Pro No 94/27 - Pakkanji Anganwadi maintenance center No 97 ward 1
2026_LSGD_867167_1
94/27
Open Tender
Civil Works - Buildings
Item Rate
365 days
Kuthanur GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹655
Yes
₹7,403
Yes
6 Oct 2026
5 Sept 2026
16 Sept 2026
5 Sept 2026
14 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building Maintenance | |||||
| 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 | 2.43 | cum | - | - |
| 1.002 | OD157330/2026-2027:DRY RUBBLE MASONRY _ Random 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. | 2.43 | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 2.4 | sqm | - | - |
| 1.004 | 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) | 0.54 | cum | - | - |
| 1.005 | 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 | 43.2 | kilogram | - | - |
| 1.006 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 2.16 | cum | - | - |
| 1.007 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 145.74 | 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 | 181.74 | sqm | - | - |
| 1.009 | 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 | 181.74 | sqm | - | - |
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