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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹1.7 LAccepted-AOC | L 1 | Accepted-AOC L1 | |
| 2 | L2₹1.8 L+₹10,232.50 (6.07%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹1.8 L+₹15,477.79 (9.19%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Renjith.S.L L1 | SATHEESH.S L2 | BINU KUMAR A L3 |
|---|---|---|---|---|---|---|
| 1.00Side 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 | 12.94 | cum | 276.16 ₹3,572.96 Lowest | 280 ₹3,622.64 | 301.53 ₹3,901.2 |
| 1.00 | OD449183/2025-2026:Dry rubble masonry with hard stone in foundation and plinth excluding the cost of through stone and bond stone in departmental rubble (modified item 7.2.1) | 4.5 | cum | 2,557.16 ₹11,507.22 | 2,500 ₹11,250 Lowest | 2,792.63 ₹12,566.84 |
| 1.00 | OD449184/2025-2026:Dry rubble masonry with hard stone in foundation and plinth excluding cost of through stone and bond stone including cost of all materials, labour etc (modified the item 7.2.1 ) . | 14.2 | cum | 4,250.54 ₹60,349.17 Lowest | 4,400 ₹62,471.2 | 4,641.07 ₹65,893.91 |
| 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) | 11 | cum | 6,405.2 ₹70,457.2 Lowest | 7,100 ₹78,100 | 6,993.7 ₹76,930.7 |
| 1.00 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 1.15 | cum | 6,957.31 ₹8,000.91 Lowest | 7,100 ₹8,165 | 7,596.53 ₹8,736.01 |
| 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 | 92 | kilogram | 86.3 ₹7,939.6 | 80 ₹7,360 Lowest | 94.23 ₹8,669.16 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 4.6 | sqm | 585.66 ₹2,694.04 Lowest | 700 ₹3,220 | 639.47 ₹2,941.56 |
| 1.01 | OD449208/2025-2026:Supplying and Fixing Name board of size 75*60cm installed in approprate place visibile to the public made of
brick wall with granite plaque incerted an engraving letters completeas per direction of deptl.
officers at sit . | 1 | each | 3,935.24 ₹3,935.24 Lowest | 4,500 ₹4,500 | 4,294.75 ₹4,294.75 |
Tender Value
₹2.2 L
EMD Value
₹5,608
Closing Date
17 Mar 2026, 11:30 amClosed
AE LSGD
AE LSGD Perumkadavila BP
MLA-SDF-Work Proposed by Sri. CK Hareendran MLA Thathiyoor Udiyanpara Palalkonam thodu-Thathiyoor Udiyanpara Palalkonam thodu side wall construction
2026_LSGD_845835_1
13/AE/LSGD/PBP/2025-26
Open Tender
Civil Works - Others
Item Rate
90 days
Perumkadavila
Please refer Tender documents.
6 documents required · 6 mandatory
₹555
Yes
₹5,608
Yes
24 Jul 2026
10 Mar 2026
19 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
10 Mar 2026 - 17 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side 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 | OD449183/2025-2026:Dry rubble masonry with hard stone in foundation and plinth excluding the cost of through stone and bond stone in departmental rubble (modified item 7.2.1) | - | cum | - | - |
| 1.003 | OD449184/2025-2026:Dry rubble masonry with hard stone in foundation and plinth excluding cost of through stone and bond stone including cost of all materials, labour etc (modified the item 7.2.1 ) . | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 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 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.008 | OD449208/2025-2026:Supplying and Fixing Name board of size 75*60cm installed in approprate place visibile to the public made of
brick wall with granite plaque incerted an engraving letters completeas per direction of deptl.
officers at sit . | - | each | - | - |
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