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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.9 L+₹98,363.86 (14.2%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AKSHAY LAL M L2 | govind L1 |
|---|---|---|---|---|---|
| 1.00RETAINING WALL 1.5 M Ht. | |||||
| 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 | 104.08 | cum | 330 ₹34,348.05 | 257 ₹26,749.85 Lowest |
| 1.00 | OD1915/2025-2026:Dry rubble masonry with good quality blasted rubble (without bond stone), and packing to compactness to lines and levels cost and conveyance of all materials, labour charge etc. complete as per direction of Departmental officers at site | 115.42 | cum | 4,300 ₹4,96,327.5 | 3,749 ₹4,32,728.33 Lowest |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 22.88 | cum | 8,900 ₹2,03,658.7 | 8,050 ₹1,84,208.15 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 16.3 | sqm | 425 ₹6,927.5 | 386 ₹6,291.8 Lowest |
| 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) | 4.05 | cum | 10,158.5 ₹41,141.93 | 9,235 ₹37,401.75 Lowest |
| 2.00SUPPLYING AND FIXING INFORMATION BOARD | |||||
| 2.00 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 14.51 | kg | 200 ₹2,901.2 | 180 ₹2,611.08 Lowest |
| 2.00 | 13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work | 1.5 | sqm | 170 ₹254.32 | 150 ₹224.4 Lowest |
| 2.00 | 13.71:Lettering with black Japan pint of approved brand and manufacture | 300 | per Letter per cm height | 20 ₹6,000 | 10 ₹3,000 Lowest |
Tender Value
₹7.3 L
EMD Value
₹18,186
Closing Date
25 Sept 2026, 4:00 pmClosed
District Soil Conservation Officer Alappuzha
District Soil Conservation Office Alappuzha 688001
Retaining wall 1.5 m Ht - 81 Rm
2026_ALPY_869650_1
SOIL/DSSSC/TR/37/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Muthukulam
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,605
Yes
₹18,186
Yes
28 Sept 2026
14 Sept 2026
28 Sept 2026
14 Sept 2026
25 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETAINING WALL 1.5 M Ht. | |||||
| 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 | 104.09 | cum | - | - |
| 1.002 | OD1915/2025-2026:Dry rubble masonry with good quality blasted rubble (without bond stone), and packing to compactness to lines and levels cost and conveyance of all materials, labour charge etc. complete as per direction of Departmental officers at site | 115.43 | cum | - | - |
| 1.003 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 22.88 | cum | - | - |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 16.3 | sqm | - | - |
| 1.005 | 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) | 4.05 | cum | - | - |
| 2SUPPLYING AND FIXING INFORMATION BOARD | |||||
| 2.001 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 14.51 | kg | - | - |
| 2.002 | 13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work | 1.5 | sqm | - | - |
| 2.003 | 13.71:Lettering with black Japan pint of approved brand and manufacture | 300 | per Letter per cm height | - | - |
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