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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.5 L+₹56,878.54 (8.23%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | vishnuduth L1 | vivek.k.s L2 |
|---|---|---|---|---|---|
| 1.00side protection | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 54 | sqm | 19 ₹1,026 Lowest | 25 ₹1,350 |
| 1.00 | OD440638/2025-2026:2.7.D. Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stonemasonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(D) Dry Rubble Masonry | 11.7 | cum | 468 ₹5,475.6 Lowest | 800 ₹9,360 |
| 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 | 38 | cum | 381 ₹14,478 Lowest | 400 ₹15,200 |
| 1.00 | OD440639/2025-2026:Dry rubble masonry with hard stone in foundation and super structure above plinth level cost of materials ,labour charges, conveyance charge all cost complete | 106.44 | cum | 4,233 ₹4,50,581.69 Lowest | 4,500 ₹4,79,002.5 |
| 1.00 | OD440651/2025-2026::Random rubble masonry (without through stone) in Cement mortar 1:6 (1 cement : 6 coarse sand) complete as per drawing ,technical specification including all cost and conveyance of materials, labour etc. complete and as per the direction of engineer in charge | 19 | cum | 7,125 ₹1,35,375 Lowest | 8,000 ₹1,52,000 |
| 1.01 | OD440642/2025-2026:Dry rubble masonry using departmental rubble without concrete levelling course masonry with departmental rubble including packing to compactness to line and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 8.19 | cum | 1,818 ₹14,889.42 Lowest | 2,000 ₹16,380 |
| 1.01 | 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) | 4.75 | cum | 9,700 ₹46,075 Lowest | 9,900 ₹47,025 |
| 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 | 9.5 | sqm | 409 ₹3,885.5 Lowest | 500 ₹4,750 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 14.25 | cum | 773 ₹11,015.25 Lowest | 790 ₹11,257.5 |
Tender Value
₹6.9 L
EMD Value
₹17,287
Closing Date
27 Feb 2026, 11:00 amClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID EW SECTION VYPIN BLOC
Annual Plan-VBP2025-26 ProNo207 26 SCP-Vachakkal SC Michabhoomi Nagar Culvert and Side Protection in ward 14 at Edavanakkad GP-Culvert and Side Protection General Civil Wor
2026_LSGD_837499_1
14/AE/LID EW/VBP/2025-26
Open Tender
Civil Works - Roads
Item Rate
KUZHUPPILLY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,525
Yes
₹17,287
Yes
24 Apr 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
side protection
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
OD440638/2025-2026:2.7.D. Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stonemasonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(D) Dry Rubble Masonry
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
OD440639/2025-2026:Dry rubble masonry with hard stone in foundation and super structure above plinth level cost of materials ,labour charges, conveyance charge all cost complete
OD440651/2025-2026::Random rubble masonry (without through stone) in Cement mortar 1:6 (1 cement : 6 coarse sand) complete as per drawing ,technical specification including all cost and conveyance of materials, labour etc. complete and as per the direction of engineer in charge
OD440642/2025-2026:Dry rubble masonry using departmental rubble without concrete levelling course masonry with departmental rubble including packing to compactness to line 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
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
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.
OD440640/2025-2026:Supplying and fixing name board as per the direction of Engineer in charge at site
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