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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-AOC | ₹5.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.3 Cr+₹16.6 L (3.20%)Rejected-AOC | ₹5.3 Cr+₹16.6 L (3.20%) | L2 | Rejected-AOC L3 |
| 3 | L3₹5.5 Cr+₹35.0 L (6.75%)Rejected-AOC | ₹5.5 Cr+₹35.0 L (6.75%) | L3 | Rejected-AOC L2 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹5.9 Cr
EMD Value
₹2 L
Closing Date
10 Mar 2026, 11:30 amClosed
The Superintending Engineer
O/o The Superintending Engineer, PWD B C C Thrissur
Construction of a New Building for Govt ITI Peechi Thrissur
2026_PWD_838741_1
PWD/BLDG/TR/17373/2025_23_2_1
Open Tender
Civil Works - Buildings
Percentage
450 days
Govt ITI Peechi Thrissur
Please refer Tender documents.
17 documents required · 17 mandatory
₹13,010
Yes
₹2 L
Yes
O/o. Superintending Engineer, PWD B C C Thrissur
11 Aug 2026
21 Feb 2026
12 Mar 2026
21 Feb 2026
10 Mar 2026
21 Feb 2026
27 Feb 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 |
|---|---|---|---|---|---|
| 1Detailed Estimate(Civil work) | |||||
| 1.001 | 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 | - | sqm | 18.19 | - |
| 1.002 | 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 | - | cum | 257.63 | - |
| 1.003 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 0.2 | cum | 131.02 | ₹26.07 |
| 1.004 | OD293843/2025-2026:Random rubble masonry with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | 8,180.72 | - |
| 1.005 | 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. | - | cum | 318.47 | - |
| 1.006 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | 7,932.89 | - |
| 1.007 | 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 | - | cum | 6,457.71 | - |
| 1.008 | 50.6.2.1: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 | - | cum | 6,831.14 | - |
| 1.009 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 0.6 | sqm | 386.16 | ₹231.7 |
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