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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC POOTHRIKKA | PATHANAMTHITTA | KERALA | 689694 | ₹9.8 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | Rejected-Technical ASSISTANT ENGINEER LSGD POOR GRAMA PANCHAYAT KIZHKKOMBEL KOORACHUNDU P O 686634 | KOTTAYAM | KERALA | 686634 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ELDHOSE PHILIP L2 | joy v u L1 |
|---|---|---|---|---|---|
| 1.00SIDE PROTECTION 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 | 91.5 | cum | 257.63 ₹23,573.15 | 249.64 ₹22,842.06 Lowest |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 73.2 | cum | 1,197.33 ₹87,644.56 | 1,160.21 ₹84,927.37 Lowest |
| 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 | 30.62 | cum | 359 ₹10,994.38 | 348.56 ₹10,674.65 Lowest |
| 1.00 | OD285984/2025-2026:DRY RUBBLE MASONRY _ Dry rubble 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 | 144.5 | cum | 4,100 ₹5,92,450 | 3,869.66 ₹5,59,165.87 Lowest |
| 1.00 | OD286419/2025-2026:DRY RUBBLE MASONRY _ Dry rubble masonry with departmental 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 | 63.75 | cum | 1,715.85 ₹1,09,385.44 | 1,662.68 ₹1,05,995.85 Lowest |
| 1.01 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.37 | cum | 9,963.93 ₹93,381.95 | 9,655.02 ₹90,486.85 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 835.7 | kilogram | 94.07 ₹78,614.02 Lowest | 108.94 ₹91,040.83 |
| 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 | 19.6 | sqm | 380 ₹7,448 | 374.18 ₹7,333.93 Lowest |
| 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) | 1.23 | cum | 9,300 ₹11,392.5 | 8,949.65 ₹10,963.32 Lowest |
Tender Value
₹10.1 L
EMD Value
₹25,372
Closing Date
25 Oct 2025, 3:00 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam
Refer tender document
2025_LSGD_811211_1
ET192/DPEKM/EE/LSGD/25-26
Open Tender
Civil Works - Others
Item Rate
240 days
kakkanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,372
Yes
8 Jan 2026
18 Oct 2025
27 Oct 2025
18 Oct 2025
25 Oct 2025
18 Oct 2025
Amount
SIDE PROTECTION 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
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
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
OD285984/2025-2026:DRY RUBBLE MASONRY _ Dry rubble 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
OD286419/2025-2026:DRY RUBBLE MASONRY _ Dry rubble masonry with departmental 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
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
ELDHOSE PHILIP (BID ID -2408615)
Bidder Name
joy v u
ELDHOSE PHILIP
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