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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-Finance MUKALEL HOUSE KUMILY | IDUKKI | KERALA | 685501 | L1 | Accepted-Finance Lowest bid | |
| 2 | L2₹12.0 L+₹41,897.45 (3.62%)Accepted-Finance CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | L2 | Accepted-Finance Higher bid | |
| 3 | L3₹12.5 L+₹91,244.72 (7.88%)Rejected-Finance | L3 | Rejected-Finance Highest bid |
| Sl No | Description | Qty | Unit | Jomy Mathew L1 | FASIYA P D L3 | SHAHUL HAMEED L2 |
|---|---|---|---|---|---|---|
| 1.00Retaining Wall 1.10 m Ht. - 32.00 Rm | ||||||
| 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 | 35.04 | cum | 231 ₹8,094.24 Lowest | 300 ₹10,512 | 257 ₹9,005.28 |
| 1.00 | OD2072/2025-2026: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 | 42.08 | cum | 3,593 ₹1,51,193.44 Lowest | 4,000 ₹1,68,320 | 3,900 ₹1,64,112 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 6.5 | sqm | 347 ₹2,255.5 Lowest | 400 ₹2,600 | 386 ₹2,509 |
| 1.00 | 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 | 69.68 | kilogram | 100 ₹6,967.8 Lowest | 120 ₹8,361.36 | 110 ₹7,664.58 |
| 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) | 1.6 | cum | 9,439 ₹15,102.4 Lowest | 9,650 ₹15,440 | 10,200 ₹16,320 |
| 2.00Retaining Wall 1.30 m Ht. - 100.50 Rm | ||||||
| 2.00 | 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 | 131.66 | cum | 231 ₹30,412.31 Lowest | 260 ₹34,230.3 | 257 ₹33,835.34 |
| 2.00 | OD2/2026-2027: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 | 157.78 | cum | 3,593 ₹5,66,921.51 Lowest | 4,000 ₹6,31,140 | 3,800 ₹5,99,583 |
| 2.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 20.2 | sqm | 347 ₹7,009.4 Lowest | 400 ₹8,080 | 355 ₹7,171 |
Tender Value
₹12.7 L
EMD Value
₹31,667
Closing Date
25 Sept 2026, 3:00 pmClosed
District Soil Conservation Officer, Kottayam
District Soil Conservation Office, District Panchayat Building, Ist Floor, Collectorate P O, Kottayam, 686002
Retaining Wall 1.10 m height, Retaining Wall 1.30 m height, Retaining Wall 1.60 m height, Retaining Wall above bed rock 1.30 m height, Retaining Wall above bed rock 1.60 m height
2026_DSSC_868963_1
DSCO/KTM/138/2026-R3
Open Tender
Civil Works - Others
Item Rate
210 days
Mundakkayam Panchayat, Ward 11
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
₹31,667
Yes
26 Sept 2026
11 Sept 2026
26 Sept 2026
11 Sept 2026
25 Sept 2026
11 Sept 2026
11 Sept 2026 - 21 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaining Wall 1.10 m Ht. - 32.00 Rm | |||||
| 1.001 | 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 | 35.04 | cum | - | - |
| 1.002 | OD2072/2025-2026: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 | 42.08 | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 6.5 | sqm | - | - |
| 1.004 | 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 | 69.68 | kilogram | - | - |
| 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) | 1.6 | cum | - | - |
| 2Retaining Wall 1.30 m Ht. - 100.50 Rm | |||||
| 2.001 | 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 | 131.66 | cum | - | - |
| 2.002 | OD2/2026-2027: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 | 157.79 | cum | - | - |
| 2.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 20.2 | sqm | - | - |
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