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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85,096.80Accepted-AOC NADUVATH H KOTTAPPADY | KANNUR | KERALA | 670001 | ₹85,096.80 | L1 | Accepted-AOC L1 |
| 2 | L2₹88,479.08+₹3,382.28 (3.97%)Rejected-AOC BXMPS0586H | ₹88,479.08+₹3,382.28 (3.97%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | GEORGE PAUL L1 | SOJAN N GEORGE L2 |
|---|---|---|---|---|---|
| 1.00Construction of compound wall. | |||||
| 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 | 2.34 | cum | 250 ₹585 Lowest | 257 ₹601.38 |
| 1.00 | OD456746/2025-2026:Dry Rubble masonry with good quality blasted rubble including conveyance of materials,
labour charges etc. complete as per direction of engineer in charge. (60.7.1)
specifications. | 2.34 | cum | 3,900 ₹9,126 Lowest | 3,993 ₹9,343.62 |
| 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) | 0.58 | cum | 9,200 ₹5,382 Lowest | 9,235 ₹5,402.48 |
| 1.00 | 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 | 3.9 | cum | 7,000 ₹27,300 Lowest | 7,279 ₹28,388.1 |
| 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. | 9.36 | cum | 430 ₹4,024.8 Lowest | 445 ₹4,165.2 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 31.2 | sqm | 345 ₹10,764 Lowest | 369 ₹11,512.8 |
| 1.01 | 10.25.1:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete | 24 | kg | 115 ₹2,760 Lowest | 128 ₹3,072 |
| 1.01 | 16.15.2:Supplying at site:Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & painting to be paid for separately) | 279.5 | kg | 90 ₹25,155 Lowest | 93 ₹25,993.5 |
Tender Value
₹88,613
EMD Value
₹2,215
Closing Date
11 Mar 2026, 2:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LIDEW Section, Asamannoor Grama Panchayath.
CIVIL WORK
2026_LSGD_842944_1
63/AE/LIDEW/ASNR/2025-26
Open Tender
Civil Works - Others
Item Rate
180 days
Asamannoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹2,215
19 May 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
3 Mar 2026 - 11 Mar 2026
Construction of compound wall.
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
OD456746/2025-2026:Dry Rubble masonry with good quality blasted rubble including conveyance of materials, labour charges etc. complete as per direction of engineer in charge. (60.7.1) specifications.
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)
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
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.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
10.25.1:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
16.15.2:Supplying at site:Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & painting to be paid for separately)
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