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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.3 LAccepted-AOC | ₹12.3 L | 1 | Accepted-AOC L1 |
| 2 | 2₹12.4 L+₹12,309.51 (1.00%)Rejected-Finance | ₹12.4 L+₹12,309.51 (1.00%) | 2 | Rejected-Finance 2 |
| 3 | 3₹13.0 L+₹71,559.52 (5.81%)Rejected-Finance | ₹13.0 L+₹71,559.52 (5.81%) | 3 | Rejected-Finance 3 |
| 4 | 4₹13.9 L+₹1.6 L (13.0%)Rejected-Finance DEVOM KADAVATH POLLAPOIL PALAMUKKU KODAKKAD PO KASARGOD 671310 KERALA | KASARAGOD | KERALA | 671310 | ₹13.9 L+₹1.6 L (13.0%) | 4 | Rejected-Finance 4 |
| Sl No | Description | Qty | Unit | Jayakumar V V L4 | HARILAL T V L2 | JOSE AS L3 | Nidhin L1 |
|---|---|---|---|---|---|---|---|
| 1.00PETTIKKUNDU SUBCENTER RENOVATION | |||||||
| 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 | 22.79 | cum | 350 ₹7,975.45 | 319.8 ₹7,287.28 Lowest | 335.03 ₹7,634.33 | 400 ₹9,114.8 |
| 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) | 8.66 | cum | 6,800 ₹58,915.2 | 7,052.34 ₹61,101.47 | 7,388.16 ₹64,011.02 | 6,500 ₹56,316 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) | 3.97 | cum | 9,200 ₹36,542.4 Lowest | 9,324.52 ₹37,036.99 | 9,768.55 ₹38,800.68 | 9,500 ₹37,734 |
| 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 | 33.61 | sqm | 400 ₹13,444.8 | 343.29 ₹11,538.66 Lowest | 359.64 ₹12,088.22 | 500 ₹16,806 |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 8.25 | cum | 8,800 ₹72,600 | 7,436.1 ₹61,347.83 | 7,790.2 ₹64,269.15 | 6,000 ₹49,500 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. | 19.75 | cum | 200 ₹3,949.8 Lowest | 283.12 ₹5,591.34 | 296.6 ₹5,857.55 | 450 ₹8,887.05 |
| 1.01 | OD291012/2025-2026:Demolishing laterite work manually / by mechanical means including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead as per direction of
Engineer-in-Charge.In cement mortar | 8.54 | cum | 1,500 ₹12,810 | 1,893.43 ₹16,169.89 | 1,983.59 ₹16,939.86 | 1,200 ₹10,248 Lowest |
| 1.01 | OD305079/2025-2026:Laterate masonry with neatly dressed laterate 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 | 0.61 | cum | 6,000 ₹3,648 Lowest | 6,224.5 ₹3,784.5 | 6,520.9 ₹3,964.71 | 6,000 ₹3,648 Lowest |
| 1.01 | OD290955/2025-2026::Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or
nearest size for foundation and basement including all cost of materials, labour charges etc. (Modified
50.6.7.1) | 32.52 | cum | 5,200 ₹1,69,088.4 Lowest | 5,440.03 ₹1,76,893.46 | 5,699.08 ₹1,85,316.98 | 6,000 ₹1,95,102 |
Tender Value
₹14.2 L
EMD Value
₹35,394
Closing Date
19 Mar 2026, 6:00 pmClosed
AE LSGD
AE KAYYUR CHEEMENI GP
Annual Plan-PRO.NO- 184/25-26 PETTIKKUNDU SUBCENTRE RENOVATION- PETTIKKUNDU SUBCENTRE RENOVATION
2026_LSGD_837086_10
AE/LSGD/KCGP/TEN/06/25-26
Open Tender
Civil Works - Buildings
Item Rate
60 days
Cheemeni
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,760
Yes
₹35,394
Yes
31 Jul 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PETTIKKUNDU SUBCENTER RENOVATION | |||||
| 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 | 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 | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.005 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | 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. | 1 | cum | - | - |
| 1.007 | OD291012/2025-2026:Demolishing laterite work manually / by mechanical means including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead as per direction of
Engineer-in-Charge.In cement mortar | 1 | cum | - | - |
| 1.008 | OD305079/2025-2026:Laterate masonry with neatly dressed laterate 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 | - | cum | - | - |
| 1.009 | OD290955/2025-2026::Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or
nearest size for foundation and basement including all cost of materials, labour charges etc. (Modified
50.6.7.1) | - | cum | - | - |
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