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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-Finance | ₹5.5 L | L1 | Accepted-Finance First lowest |
| 2 | L2₹6.5 L+₹96,925.62 (17.6%)Accepted-Finance CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹6.5 L+₹96,925.62 (17.6%) | L2 | Accepted-Finance 2nd lowest |
| 3 | L3₹6.7 L+₹1.2 L (22.4%)Rejected-Finance | ₹6.7 L+₹1.2 L (22.4%) | L3 | Rejected-Finance 3rd lowest |
| 4 | L4₹6.8 L+₹1.2 L (22.7%)Rejected-Finance | ₹6.8 L+₹1.2 L (22.7%) | L4 | Rejected-Finance 4th lowest |
| Sl No | Description | Qty | Unit | BM ABDHULLA L2 | SHAFEEQ C.A L3 | ABOOBACKER K L1 | SABAD C A L4 |
|---|---|---|---|---|---|---|---|
| 1.00Biogas plant | |||||||
| 1.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 21.2 | cum | 591.94 ₹12,549.13 | 617 ₹13,080.4 | 503.32 ₹10,670.38 Lowest | 617.57 ₹13,092.48 |
| 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 | cum | 7,153.08 ₹7,153.08 | 7,462 ₹7,462 | 6,082.17 ₹6,082.17 Lowest | 7,462.79 ₹7,462.79 |
| 1.00 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 5.33 | cum | 7,256.72 ₹38,663.8 | 7,570 ₹40,332.96 | 6,170.29 ₹32,875.31 Lowest | 7,570.91 ₹40,337.81 |
| 1.00 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm 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. | 0.32 | cum | 8,052.39 ₹2,576.76 | 8,401 ₹2,688.32 | 6,846.84 ₹2,190.99 Lowest | 8,401.03 ₹2,688.33 |
| 1.00 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 28.24 | sqm | 423.09 ₹11,948.06 | 441 ₹12,453.84 | 359.75 ₹10,159.34 Lowest | 441.41 ₹12,465.42 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.4 | cum | 8,984.47 ₹12,596.23 | 9,373 ₹13,140.95 | 7,639.6 ₹10,710.72 Lowest | 9,373.47 ₹13,141.6 |
| 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 | 126.18 | kilogram | 101.37 ₹12,790.87 | 105 ₹13,248.9 | 86.19 ₹10,875.45 Lowest | 105.76 ₹13,344.8 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 14.18 | sqm | 866.75 ₹12,287.05 | 904 ₹12,815.1 | 736.99 ₹10,447.57 Lowest | 904.28 ₹12,819.07 |
| 1.01 | 19.18.1:Supplying and fixing C.I with out frame for manholes:455 x 610 mm rectangular C.I cover ( light duty ) the weight of the cover to be no less than 23 kg | 1 | each | 1,516.74 ₹1,516.74 Lowest | 1,582 ₹1,582 | 4,000 ₹4,000 | 1,582.41 ₹1,582.41 |
Tender Value
₹6.8 L
EMD Value
₹16,894
Closing Date
7 Aug 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer Kerala State Housing Board Kasargod
Additional work
2026_KSHB_863165_1
EE/05/KSHB/KSGD/2026-27
Open Tender
Civil Works - Buildings
Item Rate
Bedadukka
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,490
Yes
₹16,894
Yes
11 Aug 2026
30 Jul 2026
11 Aug 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Biogas plant | |||||
| 1.001 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 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) | - | cum | - | - |
| 1.003 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.004 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm 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. | - | cum | - | - |
| 1.005 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 1 | sqm | - | - |
| 1.006 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 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 | 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 | 19.18.1:Supplying and fixing C.I with out frame for manholes:455 x 610 mm rectangular C.I cover ( light duty ) the weight of the cover to be no less than 23 kg | - | each | - | - |
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