Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.3 LAccepted-AOC | ₹34.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹35.2 L+₹92,805.84 (2.71%)Rejected-AOC | ₹35.2 L+₹92,805.84 (2.71%) | L2 | Rejected-AOC L2 |
| 3 | L3₹36.4 L+₹2.1 L (6.25%)Rejected-Finance | ₹36.4 L+₹2.1 L (6.25%) | L3 | Rejected-Finance L3 |
| 4 | L4₹37.9 L+₹3.6 L (10.5%)Rejected-Finance | ₹37.9 L+₹3.6 L (10.5%) | L4 | Rejected-Finance L4 |
| 5 | L5₹41.6 L+₹7.3 L (21.2%)Rejected-Finance | ₹41.6 L+₹7.3 L (21.2%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | K V SHIBU L3 | RENJULAL S L2 | BALARAJ G L5 | K.MURALEEDHARAN L6 | SELVARAJ.T L4 | Ratheeshkumar K L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Side Protection Wall 1.5 m Height (260 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 | 366.6 | cum | 228.58 ₹83,797.43 | 220.95 ₹81,000.27 | 260.69 ₹95,568.95 | 263.35 ₹96,544.11 | 238 ₹87,250.8 | 215.13 ₹78,866.66 Lowest |
| 1.00 | OD239/2026-2027:Dry Rubble Masonry | 444.6 | cum | 3,543.35 ₹15,75,373.41 | 3,424.97 ₹15,22,741.66 | 4,040.98 ₹17,96,619.71 | 4,082.21 ₹18,14,950.57 | 3,684 ₹16,37,906.4 | 3,334.75 ₹14,82,629.85 Lowest |
| 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 | 52.1 | sqm | 342.63 ₹17,851.02 | 331.19 ₹17,255 | 390.75 ₹20,358.08 | 394.74 ₹20,565.95 | 356 ₹18,547.6 | 322.46 ₹16,800.17 Lowest |
| 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 | 578.28 | kilogram | 99.75 ₹57,683.43 | 96.42 ₹55,757.76 | 113.76 ₹65,785.13 | 114.92 ₹66,455.94 | 104 ₹60,141.12 | 93.87 ₹54,283.14 Lowest |
| 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) | 13 | cum | 9,306.57 ₹1,20,985.41 | 8,995.64 ₹1,16,943.32 | 10,613.57 ₹1,37,976.41 | 10,721.86 ₹1,39,384.18 | 9,676 ₹1,25,788 | 8,758.68 ₹1,13,862.84 Lowest |
| 2.00Side Protection wall 1m Height (378 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 | 321.3 | cum | 228.28 ₹73,346.36 | 220.95 ₹70,991.24 | 260.69 ₹83,759.7 | 263.35 ₹84,614.36 | 238 ₹76,469.4 | 215.13 ₹69,121.27 Lowest |
| 2.00 | OD1574/2026-2027:DR Masonry | 396.9 | cum | 3,543.35 ₹14,06,355.62 | 3,424.97 ₹13,59,370.59 | 4,040.98 ₹16,03,864.96 | 4,082.21 ₹16,20,229.15 | 3,684 ₹14,62,179.6 | 3,334.75 ₹13,23,562.28 Lowest |
| 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 | 75.7 | sqm | 342.63 ₹25,937.09 | 331.19 ₹25,071.08 | 390.75 ₹29,579.78 | 394.74 ₹29,881.82 | 356 ₹26,949.2 | 322.46 ₹24,410.22 Lowest |
Tender Value
₹42.0 L
EMD Value
₹50,000
Closing Date
19 Aug 2026, 2:00 pmClosed
Deputy Director of Soil Conservation
3rd and 4th Floor, Centre Plaza Building, Vazhuthacaud, TVPM
1. Side protection wall 1 m height- 378 RM 2. Side protection wall 1.5 m height- 260 RM 3. Cross check - 8 nos
2026_DSSC_865061_1
SOIL/DSSSC/3/2026-2027
Open Tender
Civil Works - Others
Item Rate
180 days
Venganoor panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 Sept 2026
10 Aug 2026
21 Aug 2026
10 Aug 2026
19 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side Protection Wall 1.5 m Height (260 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 | - | cum | - | - |
| 1.002 | OD239/2026-2027:Dry Rubble Masonry | - | 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 | - | 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 | 1 | 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) | - | cum | - | - |
| 2Side Protection wall 1m Height (378 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 | - | cum | - | - |
| 2.002 | OD1574/2026-2027:DR Masonry | 1 | 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 | - | sqm | - | - |
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1463781.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
SBDAthiyannoor.pdf
Tender Documents • 4.81 MB
BOQ_1463781.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .