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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.6 L+₹4,378.31 (1.73%)Admitted-Fee/PreQual/Technical/Finance KANNUR | KERALA | 670612 | ₹2.6 L+₹4,378.31 (1.73%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | muhammed k L1 | ISMAIL P L2 |
|---|---|---|---|---|---|
| 1.00Renovation Works | |||||
| 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 | 16 | cum | 330.4 ₹5,286.4 Lowest | 330.41 ₹5,286.56 |
| 1.00 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 9 | cum | 7,489.25 ₹67,403.25 Lowest | 7,489.25 ₹67,403.25 Lowest |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 35 | sqm | 339.62 ₹11,886.7 Lowest | 339.63 ₹11,887.05 |
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 413 | cum | 409.4 ₹1,69,082.2 Lowest | 420 ₹1,73,460 |
Tender Value
₹2.5 L
EMD Value
₹6,341
Closing Date
13 Aug 2026, 3:00 pmClosed
ASSISTANTENGINEER
AE/LIDEW KARUVARAKUNDUGP
Annual Plan-Karuvarakundu GP 2025-26 70/26 Renovation Works to Kerala School Play Ground-Pro. No 70/26
2026_LSGD_864384_11
ET1/27/AE/LIDEW/KKD
Open Tender
Civil Works - Roads
Item Rate
180 days
KARUVARAKUNDU
Please refer Tender documents
9 documents required · 9 mandatory
₹560
₹6,341
16 Aug 2026
6 Aug 2026
14 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation Works | |||||
| 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 | - | cum | - | - |
| 1.002 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.003 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.004 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | - | cum | - | - |
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