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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | ₹4.3 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹4.4 LRejected-AOC | ₹4.4 L | L2 | Rejected-AOC SEC LOWEST |
| 3 | Rejected-Technical | - | - | Rejected-Technical HIGHEST |
| Sl No | Description | Qty | Unit | AMEER C K L2 | VIJAYAKUMAR K L3 | MINHAJ A T L1 |
|---|---|---|---|---|---|---|
| 1.00sidewall | ||||||
| 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 | 23.1 | cum | 236 ₹5,450.66 | 236.63 ₹5,465.21 | 234.03 ₹5,405.16 |
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 30 | hour | 317 ₹9,510 | 317.38 ₹9,521.40 | 313.89 ₹9,416.70 |
| 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 | 23.26 | cum | 330 ₹7,674.48 | 330.41 ₹7,684.01 | 326.78 ₹7,599.60 |
| 1.00 | OD313281/2025-2026: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(MODIFIED
FROM DAR 60.7.1 | 103.32 | cum | 3,668 ₹3.8 L | 3,668.07 ₹3.8 L | 3,627.72 ₹3.7 L |
| 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) | 3.03 | cum | 8,483 ₹25,728.94 | 8,483.41 ₹25,730.18 | 8,390.09 ₹25,447.14 |
| 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 | 12.13 | sqm | 354 ₹4,294.02 | 354.69 ₹4,302.39 | 350.79 ₹4,255.08 |
| 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. | 15.1 | cum | 292 ₹4,408.03 | 292.52 ₹4,415.88 | 289.3 ₹4,367.27 |
| 1.01 | OD107746/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over
base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all,
levels, including lettering & fixing | 1 | each | 2,818 ₹2,818 | 2,818.83 ₹2,818.83 | 2,787.82 ₹2,787.82 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹10,973
Closing Date
9 Feb 2026, 9:00 amClosed
ASSISTANT ENGINEER
O/O Asst Exe ENGINEER LID EW SUBDIVISION KONDOTTY
Annual Plan-2025-26-P No 53 26 Kondotty BP Kalikulangara palapra thodu samrakshanam vazhakkad gp
2026_LSGD_831550_2
07/2025/AE/LID EW/KTY
Open Tender
Civil Works - Others
180 days
LID EW Subdivision, Kondotty B P
Please refer Tender documents.
10 documents required · 10 mandatory
₹970
₹10,973
1 Apr 2026
29 Jan 2026
9 Feb 2026
29 Jan 2026
9 Feb 2026
29 Jan 2026
29 Jan 2026 - 9 Feb 2026
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