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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | L1 | Accepted-AOC Lowest |
| Sl No | Description | Qty | Unit | SATHEESH.S L1 |
|---|---|---|---|---|
| 1.00Building | ||||
| 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 | 10.5 | cum | 263 ₹2,761.5 Lowest |
| 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 | 8.87 | cum | 367 ₹3,256.76 Lowest |
| 1.00 | OD117262/2025-2026:Dry rubble masonry with hard stone in foundation and plinth excluding cost of through stone and bond stone including cost of all materials, labour etc (modified the item 7.2.1 ) . | 4.41 | cum | 5,659 ₹24,967.51 Lowest |
| 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) | 4.57 | cum | 8,528 ₹38,964.43 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. | 2.99 | cum | 325 ₹970.45 Lowest |
| 1.01 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.79 | cum | 8,109 ₹6,373.67 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 18.45 | sqm | 779 ₹14,370.99 Lowest |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.06 | cum | 10,721 ₹11,342.82 Lowest |
| 1.01 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 7.44 | cum | 7,791 ₹57,949.46 Lowest |
Tender Value
₹7.1 L
EMD Value
₹17,796
Closing Date
20 Oct 2025, 10:00 amClosed
AE LSGD
AE LSGD Perumkadavila BP
Re Tender - Perumkadavila BP (95/2025-26) Perumkadavila Additional ICDS 42Number, 48Number, 76 Number, 78 Number Anganwadi Toilet-Construction of Perumkadavila Additional ICDS 42Number, 48Number, 76 Number, 78 Number Anganwadi Toilet
2025_LSGD_808603_2
08/AE/LSGD/PBP/2025-26
Open Tender
Civil Works - Buildings
Item Rate
90 days
Perumkadavila
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,570
Yes
₹17,796
Yes
5 Mar 2026
13 Oct 2025
22 Oct 2025
13 Oct 2025
20 Oct 2025
13 Oct 2025
13 Oct 2025 - 20 Oct 2025
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