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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Joy A V L2 | SAJI K KOYA L1 |
|---|---|---|---|---|---|
| 1.00Water tank & Motor shed | |||||
| 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 | 34.05 | cum | 257.6 ₹8,770.51 | 233.67 ₹7,955.76 Lowest |
| 1.00 | OD974/2025-2026: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 | 8.15 | cum | 3,993.06 ₹32,563.4 | 3,622.06 ₹29,537.9 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 5.87 | sqm | 386.12 ₹2,266.52 | 350.24 ₹2,055.91 Lowest |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.19 | cum | 8,568.28 ₹1,610.84 | 7,772.2 ₹1,461.17 Lowest |
| 1.00 | OD2205/2025-2026:Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard
stone in foundation and plinth as per direction of engineer incharge at site. Modified 7.1.1 | 1.78 | cum | 6,721.73 ₹11,978.12 | 6,097.21 ₹10,865.23 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) | 3.25 | cum | 10,487.72 ₹34,137.53 | 9,513.31 ₹30,965.82 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 | 21.04 | sqm | 762.8 ₹16,049.31 | 691.93 ₹14,558.21 Lowest |
| 1.01 | 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. | 1.38 | cum | 318.44 ₹438.81 | 288.85 ₹398.04 Lowest |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 4.2 | cum | 7,278.3 ₹30,561.58 | 6,602.08 ₹27,722.13 Lowest |
Tender Value
₹7.8 L
EMD Value
₹19,590
Closing Date
30 Sept 2025, 3:00 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam
REFER TENDER DOCUMENT
2025_LSGD_800687_1
ET139/DPEKM/EE/LSGD/25-26
Open Tender
Civil Works - Others
Item Rate
180 days
kakkanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,730
Yes
₹19,590
Yes
22 Nov 2025
23 Sept 2025
4 Oct 2025
23 Sept 2025
30 Sept 2025
23 Sept 2025
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