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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-Finance | ₹1.4 L | L1 | Accepted-Finance Low |
| 2 | Rejected-Technical | - | - | Rejected-Technical hig Amt |
| 3 | Rejected-Technical | - | - | Rejected-Technical hig Amt |
| Sl No | Description | Qty | Unit | BALAKRISHNAN K L3 | MOHAMMED RAEIS A H L1 | Nasar L2 |
|---|---|---|---|---|---|---|
| 1.00BUILDING MAINTANACE | ||||||
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 15.75 | cum | 1,083.58 ₹17,066.39 | 1,017.73 ₹16,029.25 Lowest | 1,040.48 ₹16,387.56 |
| 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 | 7.89 | cum | 325.55 ₹2,568.59 | 305.75 ₹2,412.37 Lowest | 312.6 ₹2,466.41 |
| 1.00 | OD121140/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 13.14 | cum | 1,552.87 ₹20,404.71 | 1,458.5 ₹19,164.69 Lowest | 1,491.1 ₹19,593.05 |
| 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) | 7.39 | cum | 7,550.86 ₹55,815.96 | 7,091.97 ₹52,423.84 Lowest | 7,250.49 ₹53,595.62 |
| 1.00 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 6.57 | cum | 6,182.18 ₹40,616.92 | 5,806.47 ₹38,148.51 Lowest | 5,936.26 ₹39,001.23 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 49.27 | sqm | 334.63 ₹16,488.89 | 314.3 ₹15,487.13 Lowest | 321.32 ₹15,833.04 |
Tender Value
₹1.7 L
EMD Value
₹4,237
Closing Date
1 Aug 2026, 3:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER
Renovation of Chazhiyode anganwadi in Karimpuzha GP
2026_LSGD_861690_38
01/AE/LIDEW/KGP/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
KARIMPUZHA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,237
Yes
5 Sept 2026
24 Jul 2026
4 Aug 2026
24 Jul 2026
1 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING MAINTANACE | |||||
| 1.001 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | - | cum | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | OD121140/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | - | cum | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
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