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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | L1 | Accepted-AOC Agreement executed on 07/03/2026 | |
| 2 | L2₹8.0 L+₹40,918.79 (5.37%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | PANJA GROUP L1 | ST ANTONY AGENCES KAROOR L2 |
|---|---|---|---|---|---|
| 1.00Side Protection works | |||||
| 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 | 62.7 | cum | 359.72 ₹22,554.44 Lowest | 380 ₹23,826 |
| 1.00 | OD323290/2025-2026: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 | 165.66 | cum | 3,993.46 ₹6,61,556.58 Lowest | 4,200 ₹6,95,772 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 19.8 | sqm | 762.88 ₹15,105.02 Lowest | 850 ₹16,830 |
| 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) | 4.95 | cum | 9,235.97 ₹45,718.05 Lowest | 9,650 ₹47,767.5 |
| 1.00 | 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 | 19.14 | cum | 729.39 ₹13,960.52 Lowest | 800 ₹15,312 |
| 1.01 | OD323289/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9sqm
including engraving and painting letters etc complete as per direction of Engineer incharge at site | 0.54 | sqm | 5,633.51 ₹3,042.1 Lowest | 6,200 ₹3,348 |
Tender Value
₹7.6 L
EMD Value
₹19,048
Closing Date
21 Jan 2026, 6:00 pmClosed
Assistant Engineer
NORTH PARAVUR BP KAITHARAM
Construction of side protection wall for Maniyalkalam Ward 10 Ezhikkara GP North Paravur BP NPR 160 2025 26
2026_LSGD_827129_1
22/AE/2025-26
Open Tender
Civil Works - Others
Item Rate
180 days
NORTH PARAVUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,680
Yes
₹19,048
Yes
19 Jun 2026
12 Jan 2026
23 Jan 2026
12 Jan 2026
21 Jan 2026
12 Jan 2026
Side Protection works
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
OD323290/2025-2026: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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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)
50.2.25.1: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
OD323289/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9sqm including engraving and painting letters etc complete as per direction of Engineer incharge at site
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