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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.3 LAccepted-AOC | ₹8.3 L | 1 | Accepted-AOC Lowest contract value admitted |
| 2 | 2₹8.9 LRejected-AOC | ₹8.9 L | 2 | Rejected-AOC Higher contract value hence rejected |
| Sl No | Description | Qty | Unit | KURIAKOSE PAUL L1 | SHAJI MATHEW L2 |
|---|---|---|---|---|---|
| 1.00Protection work | |||||
| 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 | 73.26 | cum | 251.7 ₹18,439.54 | 270.51 ₹19,817.56 |
| 1.00 | OD30065/2025-2026: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 | 15 | hour | 337.59 ₹5,063.85 | 362.85 ₹5,442.75 |
| 1.00 | OD29650/2025-2026:Providing dowel barsof size 16mm dia of 1m long and 1m c/c (60 cm in rock and 40 cm in concrete L shape) including drilling holes 0f 20mm dia. to a depth of 60 cm in rock and filling the gap with cement grout (0.10 kg/each)etc. complete. | 34 | each | 406.42 ₹13,818.28 | 436.79 ₹14,850.86 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 32.62 | sqm | 377.28 ₹12,307.25 | 405.47 ₹13,226.84 |
| 1.00 | 4.1.3: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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 17.01 | cum | 9,023.55 ₹1.5 L | 9,697.77 ₹1.6 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 | 141.99 | cum | 3,901.62 ₹5.5 L | 4,193.13 ₹6.0 L |
| 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 | 219.42 | kilogram | 109.84 ₹24,101.09 | 118.05 ₹25,902.53 |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 4.88 | cum | 9,536.33 ₹46,499.15 | 10,248.97 ₹49,973.98 |
Updated dates
Tender Value
₹8.5 L
EMD Value
₹21,180
Closing Date
20 Feb 2026, 3:30 pmClosed
Assistant Executive Engineer
Irrigation sub division thodupuzha
protecting right bank of kaliyar River at thommankuthu near St chavara kuriakose minor seminary in ward no 3 of karimannoor grama panchayath reach 1
2026_Irrig_834901_1
IRR/IA/TR/6343/2025_5_1_1/1
Open Tender
Civil Works - Others
180 days
Thommankuth
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,180
10 Mar 2026
9 Feb 2026
23 Feb 2026
9 Feb 2026
20 Feb 2026
9 Feb 2026
Protection work
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
OD30065/2025-2026: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
OD29650/2025-2026:Providing dowel barsof size 16mm dia of 1m long and 1m c/c (60 cm in rock and 40 cm in concrete L shape) including drilling holes 0f 20mm dia. to a depth of 60 cm in rock and filling the gap with cement grout (0.10 kg/each)etc. complete.
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.3: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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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
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
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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