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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.3 Cr+₹3.5 L (1.57%)Rejected-Finance | ₹2.3 Cr+₹3.5 L (1.57%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.4 Cr+₹17.5 L (7.77%)Rejected-Finance | ₹2.4 Cr+₹17.5 L (7.77%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L8 |
| Sl No | Description | Qty | Unit | NAUSHAD M M L2 | KENZA Engineering Constructions L1 | V ABDUL AZEEZ L5 | Muralidharan L9 | ANJANA CONSTRUCTIONS L8 | Mountcarve Projects LLP L6 | B.M. Mohammed Kunhi L7 | BUILDCON CONSTRUCTION COMPANY LIMITED L3 | ABDUL MAJEED P. L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00APPENDIX -A- For Building | ||||||||||||
| 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 | 1,350 | cum | 300 ₹4,05,000 | 275 ₹3,71,250 Lowest | 300 ₹4,05,000 | 330 ₹4,45,500 | 365 ₹4,92,750 | 309 ₹4,17,150 | 313.56 ₹4,23,306 | 290 ₹3,91,500 | 302.33 ₹4,08,145.5 |
| 1.00 | 60.7.1: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 | 105 | cum | 3,200 ₹3,36,000 Lowest | 3,500 ₹3,67,500 | 3,300 ₹3,46,500 | 3,668 ₹3,85,140 | 4,000 ₹4,20,000 | 3,444 ₹3,61,620 | 3,481 ₹3,65,505 | 3,600 ₹3,78,000 | 3,356.28 ₹3,52,409.4 |
| 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) | 70 | cum | 5,500 ₹3,85,000 | 4,000 ₹2,80,000 Lowest | 7,400 ₹5,18,000 | 7,663 ₹5,36,410 | 7,800 ₹5,46,000 | 7,200 ₹5,04,000 | 7,272.8 ₹5,09,096 | 6,900 ₹4,83,000 | 7,012.24 ₹4,90,856.8 |
| 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) | 185 | cum | 6,500 ₹12,02,500 | 5,800 ₹10,73,000 Lowest | 7,000 ₹12,95,000 | 7,900 ₹14,61,500 | 7,850 ₹14,52,250 | 6,849 ₹12,67,065 | 6,914.9 ₹12,79,256.5 | 6,700 ₹12,39,500 | 6,667.16 ₹12,33,424.6 |
| 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) | 367.88 | cum | 8,000 ₹29,43,072 Lowest | 8,500 ₹31,27,014 | 8,700 ₹32,00,590.8 | 11,000 ₹40,46,724 | 11,000 ₹40,46,724 | 9,057 ₹33,31,925.39 | 9,142.79 ₹33,63,486.16 | 8,900 ₹32,74,167.6 | 8,815.23 ₹32,42,982.07 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 58.12 | cum | 9,000 ₹5,23,044 Lowest | 9,500 ₹5,52,102 | 10,800 ₹6,27,652.8 | 11,500 ₹6,68,334 | 12,000 ₹6,97,392 | 11,028 ₹6,40,903.25 | 11,133.18 ₹6,47,015.89 | 10,200 ₹5,92,783.2 | 10,734.31 ₹6,23,835.16 |
| 1.01 | OD8105/2023-2024:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade(Based on TS No. 510/2025-26 of Improvements to Sridevi school bus stop to Murikkallingal Cheerpu Puzhayoram road) | 352 | cum | 2,000 ₹7,04,000 | 800 ₹2,81,600 Lowest | 900 ₹3,16,800 | 1,150 ₹4,04,800 | 1,350 ₹4,75,200 | 975 ₹3,43,200 | 985.24 ₹3,46,804.48 | 1,100 ₹3,87,200 | 949.94 ₹3,34,378.88 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 500 | sqm | 350 ₹1,75,000 | 300 ₹1,50,000 Lowest | 300 ₹1,50,000 Lowest | 354 ₹1,77,000 | 400 ₹2,00,000 | 333 ₹1,66,500 | 336.6 ₹1,68,300 | 320 ₹1,60,000 | 324.54 ₹1,62,270 |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 640 | sqm | 700 ₹4,48,000 | 550 ₹3,52,000 Lowest | 650 ₹4,16,000 | 900 ₹5,76,000 | 780 ₹4,99,200 | 723 ₹4,62,720 | 731.86 ₹4,68,390.4 | 690 ₹4,41,600 | 705.64 ₹4,51,609.6 |
Tender Value
₹2.7 Cr
EMD Value
₹1 L
Closing Date
17 Jul 2026, 6:55 pmClosed
Superintending Engineer Harbour Engg Department
Office of Superintending Engineer, Harbour Engg Department, North Circle,Kozhikode-673303
NABARD RIDF XXVIII Second stage development to Kallanode Fish Hatchery in Kozhikode district APPENDIX 5 Hatchery Building-General Civil Work
2026_HED_859616_1
HED/CEHED/TR/679/2023_5_5_4/1
Open Tender
Civil Works - Buildings
Item Rate
183 days
Kallanode Fish Hatchery in Kozhikode district
Please refer Tender documents.
11 documents required · 11 mandatory
₹8,270
Yes
₹1 L
Yes
3 Sept 2026
8 Jul 2026
20 Jul 2026
8 Jul 2026
17 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX -A- For Building | |||||
| 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 | 60.7.1: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 | - | 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 | 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 | - | - |
| 1.005 | 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) | 0.6 | cum | - | - |
| 1.006 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.007 | OD8105/2023-2024:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade(Based on TS No. 510/2025-26 of Improvements to Sridevi school bus stop to Murikkallingal Cheerpu Puzhayoram road) | - | cum | - | - |
| 1.008 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.009 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | - | sqm | - | - |
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