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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | L1 | Accepted-AOC Being first lowest | |
| 2 | L2₹6.7 L+₹1.4 L (25.3%)Rejected-AOC | L2 | Rejected-AOC Being second lowest |
| Sl No | Description | Qty | Unit | SAMU P V L1 | SHIJAN K GEORGE L2 |
|---|---|---|---|---|---|
| 1.01 | Clearing grass and removal of the rubbish up to a distance of 500 m outside the periphery of the area cleared. | 150 | sqm | 10.14 ₹1,521 Lowest | 15 ₹2,250 |
| 1.02 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 300 | sqm | 30.41 ₹9,123 Lowest | 120 ₹36,000 |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 6 | Cum | 8,615.6 ₹51,693.6 Lowest | 9,500 ₹57,000 |
| 1.04 | Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory road roller of capacity 8 to 10 tonne to achieve the desired density, complete as per clause 401. Grading-V - For sub base cum drainage layer Mix in Place Method | 46 | cum | 3,040.8 ₹1,39,876.8 | 2,900 ₹1,33,400 Lowest |
| 1.05 | Supplying and laying interlocking tile 100 mm thickness, minimum strength M 40 including providing a layer of 6 mm aggregate minimum 10cm to 15cm thickness or as per the site condition to achive the required level, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site including ramming with vibrator and spreading M Sand in between tiles, including cost and conveyance of all materials required etc.complete. The contractor shall submit the test results of the samples paving tiles before starting the work and also submit the test result of the randomly selected paving tiles by the Engineer in charge during the execution of work. | 301 | Sqm | 1,114.96 ₹3,35,602.96 Lowest | 1,480 ₹4,45,480 |
Tender Value
₹6.3 L
EMD Value
₹15,650
Closing Date
5 Aug 2025, 4:00 pmClosed
The Managing Director
Kerala State Warehousing Corporation, Head Office Ernakulam, P.B.No.1727, Warehousing Corporation Road, Kochi-682016
Providing Interlock tiles for road and yard at State Warehouse North Paravur in Ernakulam district.
2025_KSWC_779572_1
No KSWC/Constn/RM /SW/North Paravur/2025-26
Open Tender
Civil Works - Others
Item Rate
60 days
State Warehouse North Paravur
Please refer Tender documents
8 documents required · 8 mandatory
₹1,534
₹15,650
27 Dec 2025
28 Jul 2025
7 Aug 2025
28 Jul 2025
5 Aug 2025
28 Jul 2025
28 Jul 2025 - 5 Aug 2025
Amount
Clearing grass and removal of the rubbish up to a distance of 500 m outside the periphery of the area cleared.
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory road roller of capacity 8 to 10 tonne to achieve the desired density, complete as per clause 401. Grading-V - For sub base cum drainage layer Mix in Place Method
SHIJAN K GEORGE (BID ID -2275269)
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