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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | Li₹10.0 LAccepted-AOC KERALA KL | IDUKKI | KERALA | 685501 | ₹10.0 L | Li | Accepted-AOC agt |
| 2 | Rejected-Technical NO 440 23 24 P V UPS SCHOOL VEELLOOR P O GRAMA PANCHAYATH THRIKKOVILVATTOM KERALA | KOLLAM | KERALA | 689694 | - | - | Rejected-Technical 1011509.96 |
| Sl No | Description | Qty | Unit | BB CONSTRUCTIONS L1 | SALIM S 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 | 17.8 | cum | 359.72 ₹6,402.3 | 359 ₹6,389.48 Lowest |
| 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) | 6.34 | cum | 7,617.28 ₹48,270.7 Lowest | 7,932 ₹50,265.08 |
| 1.00 | OD426776/2025-2026:DR masonry under foundation-dry stone packing under foundation with good quality blasted rubble including conveyance of materials and labour charges etc.complete as per direction of departmental officers at site modified DSR 60.7.2 | 14.83 | cum | 3,858.62 ₹57,231.05 Lowest | 3,993 ₹59,224.18 |
| 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) | 9.12 | cum | 8,014.39 ₹73,059.18 Lowest | 8,343 ₹76,054.79 |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 8.41 | sqm | 839.6 ₹7,062.72 | 839 ₹7,057.67 Lowest |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.06 | cum | 9,963.93 ₹20,545.62 | 9,963 ₹20,543.71 Lowest |
| 1.01 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 17.97 | cum | 7,357.52 ₹1,32,199.92 Lowest | 7,691 ₹1,38,191.89 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 159.41 | sqm | 369.76 ₹58,942.7 | 369 ₹58,821.55 Lowest |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 29.16 | sqm | 317.31 ₹9,254.03 | 317 ₹9,244.99 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,424
Closing Date
16 Feb 2026, 11:00 amClosed
DIVYA G V
Office of the Assistant Engineer, LID EW Section, Thrikkovilvattam Grama Panchayat
THRIKKOVILVATTOM GP PROJECT NO 168/2025-26 A K L M H S SCHOOL TOILET COMPLEX CONSTRUCTION
2026_LSGD_833868_7
05/AE/LIDEW/TKVM/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
THRIKKOVILVATTOM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,424
Yes
14 Jul 2026
6 Feb 2026
18 Feb 2026
6 Feb 2026
16 Feb 2026
6 Feb 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 | 1 | 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) | 1 | cum | - | - |
| 1.003 | OD426776/2025-2026:DR masonry under foundation-dry stone packing under foundation with good quality blasted rubble including conveyance of materials and labour charges etc.complete as per direction of departmental officers at site modified DSR 60.7.2 | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 1.006 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.007 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | - | cum | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 0.2 | sqm | - | - |
| 1.009 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | - | sqm | - | - |
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