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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | ₹7.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.6 Cr+₹7.5 Cr (10328.5%)Rejected-AOC | ₹7.6 Cr+₹7.5 Cr (10328.5%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | K G GOPI L3 | AJU S L1 | KELVIN K G L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of Toilet Block | ||||||
| 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 | 14.26 | cum | 359.72 ₹5,130.33 | 345 ₹4,920.39 Lowest | 359.72 ₹5,130.33 |
| 1.00 | 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) | 3.18 | cum | 7,932.89 ₹25,194.86 | 7,607.6 ₹24,161.74 Lowest | 7,932.89 ₹25,194.86 |
| 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) | 13.46 | cum | 8,343.49 ₹1,12,286.69 | 8,001.4 ₹1,07,682.84 Lowest | 8,343.49 ₹1,12,286.69 |
| 1.00 | 5.1.2: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) | 1.08 | cum | 10,488.77 ₹11,296.41 | 10,058.7 ₹10,833.22 Lowest | 10,488.77 ₹11,296.41 |
| 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 | 4.79 | sqm | 386.16 ₹1,847.78 | 370.3 ₹1,771.89 Lowest | 386.16 ₹1,847.78 |
| 1.01 | 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. | 6.38 | cum | 318.47 ₹2,031.52 | 305.4 ₹1,948.15 Lowest | 318.47 ₹2,031.52 |
| 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 | 11.31 | cum | 6,457.71 ₹73,023.78 | 6,193 ₹70,030.44 Lowest | 6,457.71 ₹73,023.78 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 7.44 | sqm | 762.88 ₹5,675.83 | 731.6 ₹5,443.1 Lowest | 762.88 ₹5,675.83 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 33.42 | sqm | 961.24 ₹32,124.64 | 921.8 ₹30,806.56 Lowest | 961.24 ₹32,124.64 |
Tender Value
₹7.6 L
EMD Value
₹18,976
Closing Date
17 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LIDEW SECTION PERUMPALAM G P
Perumbalam GP 2025 26 Prj No 191/26 Govt North LPS toilet construction
2026_LSGD_845712_1
191/AE/LIDEW/PBLM/25-26
Open Tender
Civil Works - Buildings
Item Rate
240 days
PERUMPALAM G P
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,675
Yes
₹18,976
Yes
17 Sept 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 |
|---|---|---|---|---|---|
| 1Construction of Toilet Block | |||||
| 1.001 | 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 | 14.26 | cum | - | - |
| 1.002 | 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) | 3.18 | 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) | 13.46 | cum | - | - |
| 1.004 | 5.1.2: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) | 1.08 | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 4.79 | sqm | - | - |
| 1.006 | 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. | 6.38 | cum | - | - |
| 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 | 11.31 | cum | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 7.44 | sqm | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 33.42 | sqm | - | - |
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