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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAccepted-AOC | L1 | Accepted-AOC Admitted | |
| 2 | L2₹16.5 L+₹6,296.78 (0.38%)Rejected-AOC | L2 | Rejected-AOC Admitted | |
| 3 | L3₹16.8 L+₹33,095.90 (2.01%)Rejected-AOC | L3 | Rejected-AOC Admitted | |
| 4 | L4₹17.2 L+₹71,356.51 (4.34%)Rejected-AOC | L4 | Rejected-AOC Admitted |
| Sl No | Description | Qty | Unit | Joy John Parappilly L3 | V M AZEEZ L4 | IJAS C L2 | JAYARAM V R L1 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix A | |||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 204 | sqm | 9 ₹1,836 | 7.5 ₹1,530 | 8.3 ₹1,693.2 | 3 ₹612 Lowest |
| 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 | 8.26 | cum | 250 ₹2,064 | 208.68 ₹1,722.86 Lowest | 230.58 ₹1,903.67 | 300 ₹2,476.8 |
| 1.00 | 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) | 4.05 | cum | 7,500 ₹30,375 | 6,758.22 ₹27,370.79 | 7,467.42 ₹30,243.05 | 6,000 ₹24,300 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 4 | sqm | 350 ₹1,400 | 312.78 ₹1,251.12 | 345.61 ₹1,382.44 | 250 ₹1,000 Lowest |
| 1.00 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 35.2 | metre | 220 ₹7,744 | 184.78 ₹6,504.26 Lowest | 204.18 ₹7,187.14 | 250 ₹8,800 |
| 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) | 0.9 | cum | 9,000 ₹8,100 | 7,481.13 ₹6,733.02 Lowest | 8,266.19 ₹7,439.57 | 8,000 ₹7,200 |
| 1.01 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 4 | cum | 1,500 ₹6,000 | 1,259.08 ₹5,036.32 | 1,391.21 ₹5,564.84 | 100 ₹400 Lowest |
| 1.01 | 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) | 0.8 | cum | 7,500 ₹6,000 | 6,425.64 ₹5,140.51 Lowest | 7,099.94 ₹5,679.95 | 7,000 ₹5,600 |
| 1.01 | 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 | 5.26 | cum | 6,400 ₹33,638.4 | 5,230.74 ₹27,492.77 Lowest | 5,779.65 ₹30,377.84 | 6,500 ₹34,164 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
17 Mar 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer PWD Buildings Division,Thrissur
GENERAL Painting and other maintenance works of Type 3 quarter buildings in Government Medical College Thrissur
2026_PWD_845939_1
94/2025-26/EE(B)T
Open Tender
Civil Works - Buildings
Item Wise
180 days
M G KAVU
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
24 Jul 2026
10 Mar 2026
19 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| 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 | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.005 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | - | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | - | - |
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