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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC ANJILIMOOTTIL ASOKAPURAM AE LSGD EDATHALA EDATHALA GRAMA PANCHAYATH EDATHALA PO | ₹4.2 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹4.3 L+₹9,217.24 (2.19%)Rejected-AOC VAZHAKULAM GP | PALAKKAD | KERALA | 678001 | ₹4.3 L+₹9,217.24 (2.19%) | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | ABDUL RASHEED A I L1 | MUSLIYARUPARAMBIL EBRAHIM AHAMMED L2 |
|---|---|---|---|---|---|
| 1.00Kulam Naveekaranam | |||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 22.2 | cum | 257.63 ₹5,719.39 Lowest | 263 ₹5,838.6 |
| 1.00 | OD496382/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site
Details of cost for 1 cum. | 22.2 | cum | 3,993.46 ₹88,654.81 Lowest | 4,081 ₹90,598.2 |
| 1.00 | OD484543/2025-2026:Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth as per direction of engineer incharge at site. Modified 7.1.1 | 16.65 | cum | 6,722.4 ₹1,11,927.96 Lowest | 6,870 ₹1,14,385.5 |
| 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) | 3.7 | cum | 9,235 ₹34,169.5 Lowest | 9,439 ₹34,924.3 |
| 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) | 0.05 | cum | 10,488.77 ₹524.44 Lowest | 10,720 ₹536 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 15.5 | sqm | 386.16 ₹5,985.48 Lowest | 395 ₹6,122.5 |
| 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 | 300.5 | kilogram | 112.43 ₹33,785.22 Lowest | 115 ₹34,557.5 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 35.37 | cum | 729.39 ₹25,798.52 Lowest | 745 ₹26,350.65 |
| 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 | 6.9 | cum | 7,713.54 ₹53,223.43 Lowest | 7,883 ₹54,392.7 |
Tender Value
₹4.2 L
EMD Value
₹10,522
Closing Date
15 Jun 2026, 3:00 pmClosed
O/o THE ASSISTANT ENGINEER LSGD SECTION EDATHALA
O/o THE ASSISTANT ENGINEER LSGD SECTION EDATHALA
Annual Plan-EDATHALA GP 2025-2026 Project NO 447/25-26 Completion of Pullalikkara Kulam in Ward -19
2026_LSGD_854063_1
1/AE/LSGD/EDT/TENDER/2026-27
Open Tender
Civil Works - Others
Item Rate
180 days
EDATHALA
PLEASE REFER TENDER DETAILS
7 documents required · 7 mandatory
₹930
Yes
₹10,522
Yes
5 Sept 2026
6 Jun 2026
17 Jun 2026
6 Jun 2026
15 Jun 2026
6 Jun 2026
6 Jun 2026 - 15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Kulam Naveekaranam | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1 | cum | - | - |
| 1.002 | OD496382/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site
Details of cost for 1 cum. | 1 | cum | - | - |
| 1.003 | OD484543/2025-2026:Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth as per direction of engineer incharge at site. Modified 7.1.1 | 1 | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 1 | cum | - | - |
| 1.009 | 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 | - | cum | - | - |
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