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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC VALIKUNNAM | PALAKKAD | KERALA | 678001 | L1 | Accepted-AOC Agreement executed on 25/05/2026 | |
| 2 | L2₹2.6 L+₹5,066 (1.99%)Rejected-Finance AL MAKHAM COTTAGE KRISHNAPURAM KAYAMKULAM | KOTTAYAM | KERALA | 686102 | L2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | ABDUL MAJEED KHAN M I L2 | SREECHAND R L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF COMPOUND 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 | 19.85 | cum | 366.91 ₹7,282.43 | 359.72 ₹7,139.72 Lowest |
| 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) | 1.88 | cum | 8,091.55 ₹15,195.93 | 7,932.89 ₹14,897.97 Lowest |
| 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) | 7.83 | cum | 8,510.36 ₹66,593.57 | 8,343.49 ₹65,287.81 Lowest |
| 1.00 | OD460583/2025-2026: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
(modified 60.7.1) | 12.12 | cum | 4,073.33 ₹49,368.76 | 3,993.46 ₹48,400.74 Lowest |
| 1.00 | OD467990/2025-2026:Dry rubble Masonry using departmaental rubble masonry with good quality blasted rubble including packing to compactness to lines and levels , labour charges etc. complete as per direction of Departmental officers at site (modified 60.7.1) | 7.38 | cum | 1,750.2 ₹12,916.48 | 1,715.88 ₹12,663.19 Lowest |
| 1.01 | 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. | 15.95 | cum | 324.84 ₹5,180.55 | 318.47 ₹5,078.96 Lowest |
| 1.01 | 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) | 2.21 | cum | 10,698.55 ₹23,697.29 | 10,488.77 ₹23,232.63 Lowest |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 8.86 | sqm | 856.39 ₹7,587.62 | 839.6 ₹7,438.86 Lowest |
| 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 | 212.64 | kilogram | 114.68 ₹24,385.56 | 112.43 ₹23,907.12 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
10 Mar 2026, 6:00 pmClosed
Reshmy N
LID EW Section Cheppad GP
Annual Plan CHEPPAD GP 2025 26 Construction of Compound wall for Panchayat Office Pro No 231 26
2026_LSGD_842808_4
04/2025 26/AE/LID EW/CPD
Open Tender
Civil Works - Others
Item Rate
180 days
Ward 3
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,355
Yes
9 Jul 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF COMPOUND 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 | 1 | cum | - | - |
| 1.002 | 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) | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD460583/2025-2026: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
(modified 60.7.1) | 1 | cum | - | - |
| 1.005 | OD467990/2025-2026:Dry rubble Masonry using departmaental rubble masonry with good quality blasted rubble including packing to compactness to lines and levels , labour charges etc. complete as per direction of Departmental officers at site (modified 60.7.1) | 1 | cum | - | - |
| 1.006 | 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. | - | cum | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 1.008 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | sqm | - | - |
| 1.009 | 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 | 1 | kilogram | - | - |
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