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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | L1 | Accepted-AOC lowest | |
| 2 | L2₹3.5 L+₹2,726.10 (0.78%)Rejected-AOC | L2 | Rejected-AOC second lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical KONDOTTY PO KONDOTTY PIN 673638 | KONDOTTY | MALAPPURAM | KERALA | 673638 | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
Tender Value
Refer Docs
EMD Value
₹10,563
Closing Date
23 Jun 2026, 2:00 pmClosed
Assistant Engineer
O/o Assistant Executive Engineer LID EW Subdivision Kondotty
Annual Plan 2026 27 Kondotty BP Construction of kids Park at GLP school Mangattumuri Pulikkal GP P.No 30
2026_LSGD_855794_7
01/2026/AE/LIDEW/KTY
Open Tender
Civil Works - Others
Item Rate
180 days
KONDOTTY
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
₹10,563
18 Jul 2026
16 Jun 2026
24 Jun 2026
16 Jun 2026
23 Jun 2026
16 Jun 2026
16 Jun 2026 - 23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1gym | |||||
| 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 | - | cum | - | - |
| 1.002 | 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1 | cum | - | - |
| 1.003 | 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 | cum | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.005 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 0.4 | kilogram | - | - |
| 1.006 | 8.2.3.2:Granite stone slab of all colour and texture except black, Cherry / Ruby redArea of slab over 0.50 sqm | 1 | sqm | - | - |
| 1.007 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | - | cum | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
| 1.009 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 1 | sqm | - | - |
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