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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-Finance CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | ₹10.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹12.0 L+₹1.4 L (12.8%)Accepted-Finance MUKALEL HOUSE KUMILY | IDUKKI | KERALA | 685501 | ₹12.0 L+₹1.4 L (12.8%) | L2 | Accepted-Finance L2 |
| 3 | L3₹12.5 L+₹1.9 L (17.5%)Rejected-Finance | ₹12.5 L+₹1.9 L (17.5%) | L3 | Rejected-Finance Highest Bidder |
| Sl No | Description | Qty | Unit | Jomy Mathew L2 | SHAHUL HAMEED L1 | stjudepoonjar L3 |
|---|---|---|---|---|---|---|
| 1.00Stone pitched Graded bund 1000 m2 | ||||||
| 1.00 | OD1761/2025-2026:Stone Pitched Graded Bund
Stone Pitched Graded Bund with Quarrying of stone; Graded Bunding with dry rubble granite,Jungle stoneor Laterite stone with quarrying of stone and load and lift upto 50m and 1.5m as per Departmental Specification including Overhead Charges | 1,000 | sqm | 159 ₹1,59,000 | 142 ₹1,42,000 Lowest | 166 ₹1,66,000 |
| 2.00RETAINING WALL (DR)-1.5M ht. 61 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 | 86.01 | cum | 246 ₹21,158.46 | 218 ₹18,750.18 Lowest | 257 ₹22,104.57 |
| 2.00 | OD1763/2025-2026: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 | 104.31 | cum | 3,833 ₹3,99,820.23 | 3,394 ₹3,54,028.14 Lowest | 3,993 ₹4,16,509.83 |
| 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 | 12.3 | sqm | 370 ₹4,551 | 328 ₹4,034.4 Lowest | 386 ₹4,747.8 |
| 2.00 | 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 | 135.27 | kilogram | 107 ₹14,473.68 | 95.56 ₹12,926.21 Lowest | 112 ₹15,150.02 |
| 2.00 | 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) | 3.05 | cum | 10,068 ₹30,707.4 | 8,914 ₹27,187.7 Lowest | 10,488 ₹31,988.4 |
| 3.00RETAINING WALL(DR)-2.00 M ht. 55 Rm | ||||||
| 3.00 | 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 | 108.9 | cum | 246 ₹26,789.4 | 218 ₹23,740.2 Lowest | 257 ₹27,987.3 |
Tender Value
₹12.5 L
EMD Value
₹31,375
Closing Date
17 Sept 2026, 5:00 pmClosed
District Soil Conservation Officer, Kottayam
District Soil Conservation Office, District Panchayat Building, Ist Floor, Collectorate P O, Kottayam, 686002
Civil
2026_DSSC_868304_1
DSCO/KTM/140/2026-R3
Open Tender
Civil Works - Others
Item Rate
210 days
Teekoy Panchayat, Ward 14(Pt)
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
₹31,375
Yes
19 Sept 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
17 Sept 2026
10 Sept 2026
10 Sept 2026 - 17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Stone pitched Graded bund 1000 m2 | |||||
| 1.001 | OD1761/2025-2026:Stone Pitched Graded Bund
Stone Pitched Graded Bund with Quarrying of stone; Graded Bunding with dry rubble granite,Jungle stoneor Laterite stone with quarrying of stone and load and lift upto 50m and 1.5m as per Departmental Specification including Overhead Charges | 1,000 | sqm | - | - |
| 2RETAINING WALL (DR)-1.5M ht. 61 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 | 86.01 | cum | - | - |
| 2.002 | OD1763/2025-2026: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 | 104.31 | 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 | 12.3 | sqm | - | - |
| 2.004 | 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 | 135.27 | kilogram | - | - |
| 2.005 | 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) | 3.05 | cum | - | - |
| 3RETAINING WALL(DR)-2.00 M ht. 55 Rm | |||||
| 3.001 | 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 | 108.9 | cum | - | - |
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