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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC MAY BE APPROVED | |
| 2 | L2₹1.7 L+₹10,308.16 (6.49%)Rejected-AOC 13 | ERNAKULAM | KERALA | 680667 | L2 | Rejected-AOC MAY BE REJECTED | |
| 3 | L3₹1.7 L+₹11,408.73 (7.19%)Rejected-AOC KANNUR | KERALA | 670001 | L3 | Rejected-AOC MAY BE REJECTED |
| Sl No | Description | Qty | Unit | Sunny.V.Peter L2 | B SASIKUMAR L1 | Prasad K A L3 |
|---|---|---|---|---|---|---|
| 1.00Open Gym Construction | ||||||
| 1.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 7.32 | sqm | 134.19 ₹982.27 | 126 ₹922.32 Lowest | 135 ₹988.2 |
| 1.00 | 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 | 2.93 | cum | 6,831.14 ₹20,001.58 | 6,414.44 ₹18,781.48 Lowest | 6,832 ₹20,004.1 |
| 1.00 | 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. | 4.27 | cum | 318.47 ₹1,359.23 | 299.04 ₹1,276.3 Lowest | 320 ₹1,365.76 |
| 1.00 | OD385676/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver
block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size,
design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of stone
aggregate, etc. all complete as per the direction of Engineer-in-charge. OD 80/21-2 | 42.68 | 1 sqm | 1,062.24 ₹45,336.4 | 997.6 ₹42,577.57 Lowest | 1,065 ₹45,454.2 |
| 1.00 | 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) | 0.26 | cum | 9,235.97 ₹2,392.12 | 8,672.58 ₹2,246.2 Lowest | 9,240 ₹2,393.16 |
| 1.01 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 342.24 | kilogram | 116.69 ₹39,935.99 | 109.57 ₹37,499.24 Lowest | 117 ₹40,042.08 |
| 1.01 | 16.15.2:Supplying at site:Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & painting to be paid for separately) | 180 | kg | 93.34 ₹16,801.2 | 87.65 ₹15,777 Lowest | 95 ₹17,100 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 12.5 | sqm | 369.76 ₹4,622 | 347.2 ₹4,340 Lowest | 370 ₹4,625 |
| 1.01 | 13.106:Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. | 12.5 | sqm | 98.57 ₹1,232.13 | 92.56 ₹1,157 Lowest | 100 ₹1,250 |
Tender Value
₹1.7 L
EMD Value
₹4,227
Closing Date
18 Mar 2026, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD THIRUVANIYOOR
OPEN GYM IN WARD NO-1
2026_LSGD_845915_1
LSGD/CELSGD/TR/137009/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
THIRUVANIYOOR
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
₹4,227
19 May 2026
10 Mar 2026
21 Mar 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
Open Gym Construction
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
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
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.
OD385676/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of stone aggregate, etc. all complete as per the direction of Engineer-in-charge. OD 80/21-2
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)
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
16.15.2:Supplying at site:Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & painting to be paid for separately)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.106:Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade.
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Maintanance
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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