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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC | ₹10.6 L | L1 | Accepted-AOC Agreement Executed |
| 2 | L2₹11.3 L+₹68,518.98 (6.45%)Rejected-Finance | ₹11.3 L+₹68,518.98 (6.45%) | L2 | Rejected-Finance Second Bidder |
| 3 | L3₹11.4 L+₹74,244.47 (6.99%)Rejected-Finance | ₹11.4 L+₹74,244.47 (6.99%) | L3 | Rejected-Finance Third Bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | shigan kalankoli L2 | SHANIL CP L5 | RIJESH P L1 | SOMASUNDARAN M L6 | HANEEFA P V L4 | JAISAL T L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00compound wall | |||||||||
| 1.00 | OD546775/2025-2026:Demolishing laterate work manually /by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50meters lead as perdirection of Engineer-in-charge.In cement mortar(modified OD of DAR15.7.4) | 61 | cum | 1,600 ₹97,600 | 1,760 ₹1,07,360 | 500 ₹30,500 Lowest | 1,764.58 ₹1,07,639.38 | 1,750.89 ₹1,06,804.29 | 1,748.93 ₹1,06,684.73 |
| 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 | 10 | cum | 328 ₹3,280 | 297 ₹2,970 | 400 ₹4,000 | 298.03 ₹2,980.3 | 295.72 ₹2,957.2 | 295.39 ₹2,953.9 Lowest |
| 1.00 | OD68774/2026-2027: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 OD of 60.7.1) | 17.5 | cum | 3,668 ₹64,190 | 3,301 ₹57,767.5 | 3,800 ₹66,500 | 3,308.6 ₹57,900.5 | 3,282.92 ₹57,451.1 | 3,279.25 ₹57,386.88 Lowest |
| 1.00 | OD49287/2026-2027:DR with departmental rubble-Dry stone packing under foundation with good quality blasted rubble including conveyance of materials and labour charges etc.complete as per dierection of departmental officers at site | 7.5 | cum | 1,360 ₹10,200 Lowest | 1,418 ₹10,635 | 1,850 ₹13,875 | 1,421.62 ₹10,662.15 | 1,410.58 ₹10,579.35 | 1,409.01 ₹10,567.58 |
| 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) | 20.25 | cum | 7,000 ₹1,41,750 | 6,896 ₹1,39,644 | 4,600 ₹93,150 Lowest | 6,912.61 ₹1,39,980.35 | 6,858.97 ₹1,38,894.14 | 6,851.3 ₹1,38,738.83 |
| 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 | 30 | sqm | 317 ₹9,510 | 318 ₹9,540 | 300 ₹9,000 Lowest | 319.93 ₹9,597.9 | 317.45 ₹9,523.5 | 317.09 ₹9,512.7 |
| 1.01 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 357.75 | kg | 103 ₹36,848.25 | 91 ₹32,555.25 Lowest | 95 ₹33,986.25 | 92.42 ₹33,063.26 | 91.7 ₹32,805.68 | 91.6 ₹32,769.9 |
| 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) | 6.75 | cum | 8,550 ₹57,712.5 Lowest | 8,670 ₹58,522.5 | 9,500 ₹64,125 | 8,689.99 ₹58,657.43 | 8,622.55 ₹58,202.21 | 8,612.91 ₹58,137.14 |
| 1.01 | 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. | 48.02 | cum | 7,500 ₹3,60,180 | 7,469 ₹3,58,691.26 | 7,500 ₹3,60,180 | 7,486.39 ₹3,59,526.39 | 7,428.29 ₹3,56,736.2 | 7,419.99 ₹3,56,337.6 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,770
Closing Date
25 Jun 2026, 6:00 pmClosed
SUPERINTENDING ENGINEER
O/o SE, Kozhikode Corporation, Tle.0495-2365040
Please refer Tender document
2026_LSGD_856683_1
PP/EG7/2026-27/SE/13/34
Open Tender
Civil Works - Others
Item Rate
300 days
Kozhikode Corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹31,770
Yes
31 Jul 2026
19 Jun 2026
26 Jun 2026
19 Jun 2026
25 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1compound wall | |||||
| 1.001 | OD546775/2025-2026:Demolishing laterate work manually /by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50meters lead as perdirection of Engineer-in-charge.In cement mortar(modified OD of DAR15.7.4) | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD68774/2026-2027: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 OD of 60.7.1) | - | cum | - | - |
| 1.004 | OD49287/2026-2027:DR with departmental rubble-Dry stone packing under foundation with good quality blasted rubble including conveyance of materials and labour charges etc.complete as per dierection of departmental officers at site | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | - | kg | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | - | - |
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