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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 L+₹11,904.92 (2.90%)Rejected-Finance | ₹4.2 L+₹11,904.92 (2.90%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.4 L+₹31,787.62 (7.75%)Rejected-Finance | ₹4.4 L+₹31,787.62 (7.75%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | vishnuduth L1 | V S RAJEEV L2 | vivek.k.s L3 |
|---|---|---|---|---|---|---|
| 1.00Retaining wall | ||||||
| 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 | 25.08 | cum | 381 ₹9,555.48 | 380.93 ₹9,553.72 Lowest | 400 ₹10,032 |
| 1.00 | OD479533/2025-2026: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 | 86.95 | cum | 4,100 ₹3,56,515.5 Lowest | 4,228.93 ₹3,67,726.61 | 4,400 ₹3,82,602 |
| 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) | 3.3 | cum | 9,790 ₹32,307 | 9,780.53 ₹32,275.75 Lowest | 9,900 ₹32,670 |
| 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 | 13.3 | sqm | 400 ₹5,320 Lowest | 408.93 ₹5,438.77 | 500 ₹6,650 |
| 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. | 16.37 | cum | 300 ₹4,910.4 Lowest | 337.24 ₹5,519.94 | 500 ₹8,184 |
| 1.01 | OD479532/2025-2026:Providing Granite Name board | 1 | each | 1,742 ₹1,742 | 1,740.51 ₹1,740.51 Lowest | 2,000 ₹2,000 |
Tender Value
₹4.2 L
EMD Value
₹10,567
Closing Date
27 Feb 2026, 11:00 amClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID EW SECTION VYPIN BLOCK
Annual Plan VBP Pro No 183 2025-26 Construction of Side Protection at Rektheswari beach Road ward 14 Pallippuram GP-Side Protection-General Civil Work
2026_LSGD_837391_1
11/AE/LID EW/VBP/2025-26
Open Tender
Civil Works - Roads
Item Rate
KUZHUPPILLY
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,567
Yes
25 Apr 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
Retaining wall
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
OD479533/2025-2026: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
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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.
OD479532/2025-2026:Providing Granite Name board
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