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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SALU N K L1 | MOHAMMED SABIR E K L2 |
|---|---|---|---|---|---|
| 1.00Proposed Communitty Hall at Paramba | |||||
| 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 | 11.74 | cum | 294.76 ₹3,459.6 Lowest | 303.86 ₹3,566.4 |
| 1.00 | OD339640/2025-2026:Laterite masonry with departmental Laterite stones of size 35x20x20cm in cement mortar 1:6
for foundation and basement including all cost of materials, labour charges etc. (Modified
50.6.7.1) | 3.52 | cum | 3,010.94 ₹10,589.48 Lowest | 3,103.93 ₹10,916.52 |
| 1.00 | OD352003/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | 14.58 | cum | 5,014.04 ₹73,109.72 Lowest | 5,168.85 ₹75,367 |
| 1.00 | OD458047/2024-2025:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 26.35 | cum | 5,703.69 ₹1,50,315.05 Lowest | 5,879.84 ₹1,54,957.3 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 14.71 | cum | 260.95 ₹3,839.88 Lowest | 269.01 ₹3,958.48 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 10.16 | sqm | 837.36 ₹8,510.09 Lowest | 863.22 ₹8,772.9 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 36.07 | sqm | 625.1 ₹22,544.86 Lowest | 644.4 ₹23,240.93 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 65.06 | sqm | 787.63 ₹51,243.21 Lowest | 811.95 ₹52,825.47 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 27.5 | metre | 186.93 ₹5,140.58 Lowest | 192.7 ₹5,299.25 |
Tender Value
₹17.2 L
EMD Value
₹43,080
Closing Date
27 Jul 2026, 6:00 pmClosed
Assistant Engineer
The Assistant Engineer, LID and EW Section, West Eleri GP,PIN671314
WEGP- Corpus Fund-Construction of Communitty hall for Paramba Kuttithaanni and Ottakavungu Unnathis at Paramba
2026_LSGD_860926_8
AE/LSGD/WEGP/01/TN/2026-27
Open Tender
Civil Works - Buildings
Item Rate
360 days
WEST ELERI GRAMA PANCHAYATH
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹43,080
Yes
28 Sept 2026
18 Jul 2026
29 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Proposed Communitty Hall at Paramba | |||||
| 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 | OD339640/2025-2026:Laterite masonry with departmental Laterite stones of size 35x20x20cm in cement mortar 1:6
for foundation and basement including all cost of materials, labour charges etc. (Modified
50.6.7.1) | 1 | cum | - | - |
| 1.003 | OD352003/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | 1 | cum | - | - |
| 1.004 | OD458047/2024-2025:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 1 | cum | - | - |
| 1.005 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1 | cum | - | - |
| 1.006 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.009 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
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