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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Fee/PreQual/Technical/Finance 679334 | MALAPPURAM | KERALA | 679334 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.4 L+₹60,116.39 (15.8%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MANOHARAN P P L2 | sunil kumar L1 |
|---|---|---|---|---|---|
| 1.00cc road | |||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 33 | cum | 350.2 ₹11,556.6 | 300 ₹9,900 Lowest |
| 1.00 | OD210645/2026-2027:Dry rubble masonry 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. | 62.7 | cum | 3,888 ₹2,43,777.6 | 3,650 ₹2,28,855 Lowest |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 7.97 | cum | 710 ₹5,662.25 | 535 ₹4,266.63 Lowest |
| 1.00 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 6.88 | cum | 961 ₹6,606.88 | 960 ₹6,600 Lowest |
| 1.00 | 16.42:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete | 17.74 | cum | 9,034 ₹1,60,245.09 | 6,800 ₹1,20,618.4 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 33 | sqm | 376 ₹12,408 | 300 ₹9,900 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,384
Closing Date
12 Oct 2026, 3:00 pmClosed
Sheena C M
The Assistant Engineer LIDEW Section Chorode Grama Panchayat
Annual Plan Thekke Elikkorantavidamukku to Sisumandiram Road project no 319 26 27General Civil Work
2026_LSGD_873279_11
01/2026/AE/LSGD/CGP
Open Tender
Civil Works - Roads
Item Rate
180 days
Chorode Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹920
Yes
₹10,384
Yes
16 Oct 2026
1 Oct 2026
13 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1cc road | |||||
| 1.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 33 | cum | - | - |
| 1.002 | OD210645/2026-2027:Dry rubble masonry 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. | 62.7 | cum | - | - |
| 1.003 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 7.98 | cum | - | - |
| 1.004 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 6.88 | cum | - | - |
| 1.005 | 16.42:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete | 17.74 | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 33 | sqm | - | - |
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