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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC | ₹7.8 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical KOVUMMAL MARUTHONKARA AE | MALAPPURAM | KERALA | 673638 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SURESH K K L2 | SHAJU L1 |
|---|---|---|---|---|---|
| 1.00ANGANWADI | |||||
| 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 | 10.66 | cum | 326.78 ₹3,485.11 | 303.98 ₹3,241.95 Lowest |
| 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 | 38.38 | cum | 234.03 ₹8,982.31 | 217.7 ₹8,355.54 Lowest |
| 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. | 20.15 | cum | 289.3 ₹5,828.82 | 269.12 ₹5,422.23 Lowest |
| 1.00 | OD457986/2024-2025:Dismantling stone masonry -dismantling ,clearing away and carefully stacking materials useful for reuse for any thickness of walls in DRmasonry including disposal of debris within a distanceof 150 m (60.7.3) | 12 | cum | 688.15 ₹8,257.8 | 640.14 ₹7,681.68 Lowest |
| 1.00 | OD457987/2024-2025:DR with deptl.rubble-Dry rubble masonry without concrete levelling course using departmental rubble including to compactness to lines and levels, labour charges etc. complete as per direction of deptl officers at site. <br> | 8.78 | cum | 1,627.54 ₹14,291.43 | 1,513.99 ₹13,294.35 Lowest |
| 1.01 | OD440203/2024-2025: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 | 34.59 | cum | 3,627.72 ₹1,25,482.83 | 3,374.62 ₹1,16,728.11 Lowest |
| 1.01 | 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) | 1.7 | cum | 8,390.09 ₹14,263.15 | 7,804.74 ₹13,268.06 Lowest |
| 1.01 | 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) | 7.85 | cum | 7,579.35 ₹59,475.16 | 7,050.56 ₹55,325.74 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 | 21.52 | sqm | 350.79 ₹7,549 | 326.31 ₹7,022.19 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,149
Closing Date
20 May 2026, 5:00 pmClosed
Executive Engineer
LID and EW Division Kozhikkode
Building
2026_LSGD_841321_2
EE/LSGD/KKD/351/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Koothali
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,865
Yes
₹21,149
Yes
4 Aug 2026
13 May 2026
22 May 2026
13 May 2026
20 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ANGANWADI | |||||
| 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 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD457986/2024-2025:Dismantling stone masonry -dismantling ,clearing away and carefully stacking materials useful for reuse for any thickness of walls in DRmasonry including disposal of debris within a distanceof 150 m (60.7.3) | - | cum | - | - |
| 1.005 | OD457987/2024-2025:DR with deptl.rubble-Dry rubble masonry without concrete levelling course using departmental rubble including to compactness to lines and levels, labour charges etc. complete as per direction of deptl officers at site. <br> | - | cum | - | - |
| 1.006 | OD440203/2024-2025: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 | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
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