Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC NIRMAMTHUR GRAMA PANCHAYATH TIRUR 676109 KERALA | MALAPPURAM | KERALA | 676109 | ₹15.1 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ARUN.N L2 | RASHEED T. L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF BUILDING FOR ANGANAWADI No. 85 - Tharayil | |||||
| 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 | 49.21 | cum | 302.66 ₹14,894.5 | 294 ₹14,468.33 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) | 2.7 | cum | 6,674.44 ₹18,020.99 | 6,484 ₹17,506.8 Lowest |
| 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) | 11.32 | cum | 8,824.86 ₹99,906.24 | 8,574 ₹97,066.25 Lowest |
| 1.00 | OD491763/2025-2026:[ OD From DAR 60.7.1] DRY RUBBLE MASONRY with hard stone, including in foundation
and superstructure including packing to compactness to lines and levels, cost and conveyance of
all materials labour charges etc. complete as per approved drawing and relevant technical
specifications. | 19.42 | cum | 3,359.89 ₹65,255.78 | 3,264 ₹63,393.41 Lowest |
| 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. | 21.53 | cum | 267.94 ₹5,769.82 | 259 ₹5,577.31 Lowest |
| 1.01 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 2.88 | cum | 6,860.16 ₹19,757.26 | 6,665 ₹19,195.2 Lowest |
| 1.01 | 50.6.1.7: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 foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 1.35 | cum | 5,965.54 ₹8,059.44 | 5,795 ₹7,829.05 Lowest |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 29.39 | cum | 7,602.59 ₹2,23,424.91 | 7,386 ₹2,17,059.77 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 | 5.66 | cum | 6,707.97 ₹37,973.82 | 6,517 ₹36,892.74 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,370
Closing Date
19 Mar 2026, 6:00 pmClosed
Assistant Engineer,LID EW Tanur Municipality
Assistant Engineer,LID EW Tanur Municipality
Annual Plan-2024-25-WCD Department-Tanur LAC Tanur Municipality-Construction fo Model and Smart Anganvadi building for Centre no 36 Albazar D- 39-Sl no 2029
2026_LSGD_846977_5
10/AE/ET/LID EW/2025-26
Open Tender
Civil Works - Roads
Item Rate
300 days
Tanur municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹42,370
Yes
20 Aug 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF BUILDING FOR ANGANAWADI No. 85 - Tharayil | |||||
| 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 | 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) | - | 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 | OD491763/2025-2026:[ OD From DAR 60.7.1] DRY RUBBLE MASONRY with hard stone, including in foundation
and superstructure including packing to compactness to lines and levels, cost and conveyance of
all materials labour charges etc. complete as per approved drawing and relevant technical
specifications. | - | cum | - | - |
| 1.005 | 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. | 1 | cum | - | - |
| 1.006 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 1 | cum | - | - |
| 1.007 | 50.6.1.7: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 foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
| 1.008 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.009 | 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 | 1 | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1431283.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.28 MB
ALBAZAREST.pdf
Tender Documents • 0.38 MB
BOQ_1431283.xls
BOQ • 0.35 MB
ALBASBD.pdf
Tender Documents • 1.88 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .