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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAdmitted-Fee/PreQual/Technical/Finance ERATTUPETTA BLOCK PANCHAYATH KERALA | ₹1.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.8 L+₹1,035.52 (0.57%)Admitted-Fee/PreQual/Technical/Finance 42 I 63 PALAMATTATHIL SOUTH KALAMASSERY SANTHI NAGAR RAJAGIRI P O ERNAKULAM KERALA PIN 683104 | ERNAKULAM | ERNAKULAM | KERALA | 683104 | ₹1.8 L+₹1,035.52 (0.57%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Denny Jose L1 | PRIMETECH ENGINEERING L2 |
|---|---|---|---|---|---|
| 1.00Site Levelling | |||||
| 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 | 7.38 | cum | 359 ₹2,649.42 Lowest | 359.72 ₹2,654.73 |
| 1.00 | OD82431/2026-2027:DRY RUBBLE MASONRY _ Dry rubble 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 as per direction of Departmental officers at site ( Derived from 60.7.1) | 22.75 | cum | 3,993 ₹90,860.72 Lowest | 3,993.46 ₹90,871.18 |
| 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) | 1.54 | cum | 9,235 ₹14,203.43 Lowest | 9,235.97 ₹14,204.92 |
| 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. | 160.92 | cum | 440 ₹70,804.8 Lowest | 445.71 ₹71,723.65 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 7.38 | cum | 305 ₹2,250.9 Lowest | 318.47 ₹2,350.31 |
Tender Value
₹1.8 L
EMD Value
₹4,545
Closing Date
14 Jul 2026, 12:30 pmClosed
JAYAPRAKASH R
Office of the Assistant EngineerLIDEW Section Melukavu Grama Panchayat
Provisionofinfrastructureforthe constructionofChemmalaSubCenter
2026_LSGD_859190_2
01/AELSGD/MLKV/26-27
Open Tender
Civil Works - Buildings
Item Wise
180 days
MELUKAVU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,545
Yes
11 Aug 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
14 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Site Levelling | |||||
| 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 | 1 | cum | - | - |
| 1.002 | OD82431/2026-2027:DRY RUBBLE MASONRY _ Dry rubble 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 as per direction of Departmental officers at site ( Derived from 60.7.1) | 1 | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 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. | 1 | cum | - | - |
| 1.005 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 1 | cum | - | - |
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