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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹27.5 LAdmitted-Fee/PreQual/Technical/Finance | -11.70% | ₹27.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹29.4 L+₹1.9 L (6.80%)Admitted-Fee/PreQual/Technical/Finance | -5.70% | ₹29.4 L+₹1.9 L (6.80%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹31.2 L
EMD Value
₹50,000
Closing Date
20 Apr 2026, 3:00 pmClosed
Executive Engineer
Cochin Devaswom Board Round North Thrissur
CHottanikkara Temple-Constructing retaining wall on south and east sides
2026_CDB_848386_1
H1 158/26
Open Tender
Civil Works - Buildings
Percentage
90 days
Chottanikkara
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
₹50,000
23 Apr 2026
10 Apr 2026
23 Apr 2026
10 Apr 2026
20 Apr 2026
10 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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 | - | m3 | - | - |
| 1.02 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | m3 | - | - |
| 1.03 | 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | m3 | - | - |
| 1.04 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | m2 | - | - |
| 1.05 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | - | kg | - | - |
| 1.06 | 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 | 0.2 | m3 | - | - |
| 1.07 | 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. | - | m3 | - | - |
| 1.08 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | - | m3 | - | - |
| 1.09 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | m2 | - | - |
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PRELIMINARY.pdf
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BOQ_1433806.xls
BOQ • 0.26 MB
retainingwalldrawing.pdf
Other Document • 0.46 MB
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