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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | K.T. DEVASIA L1 |
|---|---|---|---|---|
| 1.00Appendix 1- Rejuvenation works Between Thilanur Shishu Mandhiram Road and Kappad Kadakkara temple road | ||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 4,300 | sqm | 9.04 ₹38,872 |
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 124 | cum | 738.76 ₹91,606.24 |
| 1.00 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 24 | metre | 1,404.56 ₹33,709.44 |
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 280 | hour | 445.39 ₹1.2 L |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 3,700.17 | cum | 251.24 ₹9.3 L |
| 1.01 | 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 | 1,884.5 | cum | 3,894.58 ₹73.4 L |
| 1.01 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 99.2 | cum | 1,673.39 ₹1.7 L |
| 1.01 | 4.1.5: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 20 mm nominal size derived from natural sources) | 75.16 | cum | 8,356.96 ₹6.3 L |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 249.3 | sqm | 376.59 ₹93,883.89 |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
26 Mar 2026, 6:00 pmClosed
Superintending Engineer
O o Superintending Engineer INC Kozhikode
Rejuvenation between Thilanur shishu mandhiram Road and Kappad Kadakkara temple Road-Phase I
2026_Irrig_845926_2
IRR/IA/TR/7913/2023_5_2_1/1
Open Tender
Civil Works - Others
547 days
Thilanur shishu mandhiram Road and Kappad Kadakkar
Please refer Tender documents.
10 documents required · 10 mandatory
₹5,515
₹50,000
Yes
30 May 2026
19 Mar 2026
28 Mar 2026
19 Mar 2026
26 Mar 2026
19 Mar 2026
19 Mar 2026 - 26 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Appendix 1- Rejuvenation works Between Thilanur Shishu Mandhiram Road and Kappad Kadakkara temple road | ||||||
| 1.001 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | - | metre | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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 | 0.8 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 4.1.5: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 20 mm nominal size derived from natural sources) | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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