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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹62.8 LAccepted-AOC | ₹62.8 L Quoted ₹69.0 L | 1 | Accepted-AOC First lowest agreement executed |
| 2 | 2₹69.1 LRejected-AOC | ₹69.1 L | 2 | Rejected-AOC second lowest hence rejected |
| Sl No | Description | Qty | Unit | P V JOHNY COMPANY L1 | ALBIN MATHEW L2 |
|---|---|---|---|---|---|
| 1.00Appendix 1: Hardening Unit (Primary & Secondary) | |||||
| 1.01 | 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 | 88.86 | cum | 395 ₹35,099.70 | 395 ₹35,099.70 |
| 1.02 | 60.7.1 : 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 | 42.66 | cum | 4,392 ₹1.9 L | 4,392.8 ₹1.9 L |
| 1.03 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 82.92 | cum | 9,177 ₹7.6 L | 9,177.83 ₹7.6 L |
| 1.04 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | 84.08 | cum | 8,726 ₹7.3 L | 8,726.17 ₹7.3 L |
| 1.05 | 50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 15.36 | cum | 7,103 ₹1.1 L | 7,103.48 ₹1.1 L |
| 1.06 | 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 | 9.48 | cum | 802 ₹7,602.96 | 802.32 ₹7,605.99 |
| 1.07 | 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 : 4 graded stone aggregate 20 mm nominal size) | 24.68 | cum | 10,159 ₹2.5 L | 10,159.56 ₹2.5 L |
| 1.08 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 2.61 | cum | 14,049 ₹36,667.89 | 14,049.39 ₹36,668.91 |
| 1.09 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 62.55 | sqm | 424 ₹26,521.20 | 424.77 ₹26,569.36 |
Tender Value
₹62.8 L
EMD Value
₹50,000
Closing Date
6 Oct 2025, 4:00 pmClosed
PROJECT ENGINEER
PROJECT ENGINEERS OFFICE KLDC VADAKARA
Hardening Unit (Primary and Secondary) Irrigation System for Hardening Unit Compound wall Laying of paver blocks Entrance gate and Security cabin Provision for open well and water supply
2025_KLDC_798376_1
KLDC/ VTK/2025-26/5(1)
Open Tender
Civil Works - Others
180 days
DAF Neriamangalam In Ernakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
₹50,000
24 Jan 2026
17 Sept 2025
8 Oct 2025
17 Sept 2025
6 Oct 2025
17 Sept 2025
17 Sept 2025 - 6 Oct 2025
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