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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | L1 | Accepted-AOC AGR EXE | |
| 2 | Rejected-Technical KERALA KL | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MASS LABOUR CONTRACT CO OPERATIVE SOCIETY LTD NO D3211 L1 | GOPALAKRISHNAN KM L2 |
|---|---|---|---|---|---|
| 1.00Toilet | |||||
| 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 | 48.31 | cum | 277 ₹13,381.87 Lowest | 330 ₹15,942.3 |
| 1.00 | 51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 2.05 | cum | 760 ₹1,556.48 Lowest | 900 ₹1,843.2 |
| 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 | 32.86 | sqm | 297 ₹9,759.42 Lowest | 350 ₹11,501 |
| 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) | 8.8 | cum | 8,083 ₹71,130.4 Lowest | 9,634 ₹84,779.2 |
| 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. | 54.8 | sqm | 647 ₹35,455.6 Lowest | 750 ₹41,100 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.57 | cum | 9,842 ₹94,217.47 Lowest | 11,731 ₹1,12,300.86 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 84.77 | sqm | 587 ₹49,757.06 Lowest | 700 ₹59,335.5 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 79.2 | sqm | 740 ₹58,608 Lowest | 882 ₹69,854.4 |
| 1.01 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 16.16 | cum | 5,794 ₹93,602.07 Lowest | 6,900 ₹1,11,469.5 |
Tender Value
₹16.9 L
EMD Value
₹42,372
Closing Date
25 Oct 2025, 3:00 pmClosed
ASSISTANT ENGINEER
LID AND EW, AEE office LSGD sub division koduvally
PLEASE REFER TENDER DOCUMENTS
2025_LSGD_811917_1
59/AE/KDLY/BP/2025-26
Open Tender
Civil Works - Buildings
Item Rate
300 days
KODUVALLY
PLEASE REFER TENDER DOCUMENTS
10 documents required · 10 mandatory
₹2,760
Yes
₹42,372
Yes
31 Oct 2025
18 Oct 2025
27 Oct 2025
18 Oct 2025
25 Oct 2025
18 Oct 2025
stage.html
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tech_eval.pdf
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finance_1356299.pdf
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